WO2017157019A1 - 智能电子警察的路口交通信号灯驱动系统 - Google Patents

智能电子警察的路口交通信号灯驱动系统 Download PDF

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Publication number
WO2017157019A1
WO2017157019A1 PCT/CN2016/103918 CN2016103918W WO2017157019A1 WO 2017157019 A1 WO2017157019 A1 WO 2017157019A1 CN 2016103918 W CN2016103918 W CN 2016103918W WO 2017157019 A1 WO2017157019 A1 WO 2017157019A1
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WIPO (PCT)
Prior art keywords
signal
light
ground traffic
horizontal ground
intersection
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PCT/CN2016/103918
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English (en)
French (fr)
Inventor
苏晓峰
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深圳市以捷创新科技有限公司
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Publication of WO2017157019A1 publication Critical patent/WO2017157019A1/zh

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    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/07—Controlling traffic signals
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C17/00—Pavement lights, i.e. translucent constructions forming part of the surface
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/09—Arrangements for giving variable traffic instructions
    • G08G1/095—Traffic lights

Definitions

  • the present application relates to the field of traffic electronic technology, and particularly relates to an intersection traffic signal driving system, which can be applied to an intelligent electronic police or other related system.
  • the embodiment of the present application provides an intersection traffic signal driving system, and the intersection traffic signal driving system can be applied to an intelligent electronic police or other related system.
  • a first aspect of the present application provides an intersection traffic signal driving system, the intersection traffic signal driving system comprising an intersection traffic signal array and an array driver for driving the intersection traffic signal array, the intersection traffic signal array and the array a driver connection, the intersection traffic signal array comprising Nxi horizontal ground traffic signal groups; the Nxi horizontal ground traffic signal group comprising a lateral ground traffic signal set pxi disposed at an intersection security line position of the entrance lane xi of the plane intersection
  • the Nxi horizontal ground traffic signal light group further includes a horizontal ground traffic signal light group qxi disposed at a parking line position of the entrance lane xi;
  • each horizontal ground traffic signal light group in the Nxi horizontal ground traffic signal light group comprises at least one signal light; wherein a portion of the horizontal ground traffic signal light group i or All of the signal lights have a wireless drive signal input port and/or a wired drive signal input port; the horizontal ground traffic signal light set i is one of the Nxi horizontal ground traffic signal light groups or any one of the horizontal ground traffic signal light groups Horizontal ground traffic signal light set.
  • the spacing between any two adjacent horizontal ground traffic signal groups in the Nxi horizontal ground traffic signal groups is equal or partially equal or unequal to each other.
  • the distance between two adjacent lateral ground traffic light groups that are further away from the horizontal ground traffic signal group pxi is smaller (ie, in the direction of travel of the entrance lane xi, The spacing between two adjacent lateral ground traffic signal groups in the Nxi horizontal ground traffic signal groups is gradually increased, or in the Nxi horizontal ground traffic signal groups, the horizontal ground traffic signal group pxi
  • the spacing between the two is gradually reduced).
  • the spacing between two adjacent horizontal ground traffic signal groups of the Nxi horizontal ground traffic signal groups may also be arbitrarily changed or other variations, and does not necessarily show that the above example gradually decreases in a certain direction.
  • the Nxi horizontal ground traffic signal groups in the intersection traffic light array can be connected to the signal driving control device.
  • the signal light ia of the horizontal ground traffic signal group i can emit a forbidden traffic light signal driven by the first driving signal, and The signal light ia can also emit an allowable traffic light signal under the driving of the second driving signal; or the signal light ia of the horizontal ground traffic signal light group i can emit the forbidden traffic light signal under the driving of the first driving signal, and The signal lamp ia can also emit an allowable traffic light signal under the driving of the second driving signal, and the signal lamp ia can also emit the warning traffic light signal under the driving of the third driving signal;
  • the forbidden traffic light signal is an optical signal for indicating that the vehicle is prohibited from passing
  • the allowed traffic light signal is an optical signal for indicating that the vehicle is allowed to pass
  • the warning traffic light signal is used for indicating the passage of the warning vehicle.
  • the i1 signal lights in the horizontal ground traffic signal group i are signal lights capable of emitting a prohibited traffic light signal, and the horizontal ground traffic signal light
  • the i2 signal lamps in group i are signal lamps capable of emitting a permitting light signal
  • the i1 signal lamps among the horizontal ground traffic signal group i are signal lamps capable of emitting a prohibited traffic light signal
  • the i2 signal lamps among the horizontal ground traffic signal group i are signal lamps capable of emitting a permitting light signal.
  • i3 of the horizontal ground traffic signal groups i are signal lights capable of emitting a warning traffic light signal;
  • i1, the i2 and the i3 are integers greater than one.
  • the horizontal ground traffic signal light group The signal light ia of i can emit a forbidden light signal, and the signal light ib of the horizontal ground traffic signal group i can emit an allowable light signal; the signal light ia and the signal light ib are the horizontal ground traffic signal light group i a signal lamp in which two of the positions are adjacent, or the signal lamp ia and the signal lamp ib are adjacent to any two of the lateral ground traffic signal groups i;
  • the signal light ia among the lateral ground traffic signal groups i can emit a forbidden traffic light signal
  • the signal light ib among the horizontal ground traffic signal light groups i can emit an allowable traffic light signal
  • the signal light ic can emit a warning traffic light signal; the signal light ia, the signal light ib and the signal light ic are signal lights adjacent to three of the horizontal ground traffic signal light groups i, or
  • the signal lamp ia, the signal lamp ib and the signal lamp ic are signal lamps adjacent to any three of the lateral ground traffic signal group i.
  • the forbidden traffic light signal may be an optical signal for indicating that the vehicle is prohibited from passing.
  • the allowable traffic light signal may be an optical signal for indicating that the vehicle is allowed to pass.
  • the warning traffic light signal may be an optical signal for indicating the passage of the warning vehicle.
  • the prohibited traffic light signal is a red light signal
  • the allowed traffic light signal is a green light signal
  • the warning traffic light signal is a yellow light signal
  • the signal light group further includes Nxi-2 lateral ground traffic signal groups disposed between the intersection security line on the entrance lane xi and the parking line, the Nxi being an integer greater than 2.
  • the horizontal ground traffic signal light group Some or all of the lamp bodies of i are partially or completely buried under the road surface, or some or all of the lamp bodies of the lateral ground traffic signal group i are mounted on the road surface. surface.
  • the horizontal ground traffic signal light group Some or all of the signal lights in i are spikes or strips or graphene signals.
  • the horizontal ground traffic signal light group The signal lamp ia among i includes: V lamp beads, a circuit board for driving the V lamp bead operations, and a casing for accommodating the V lamp beads and the circuit board, the circuit board having Wired drive signal input port and / or wireless drive signal input port.
  • the V lamp beads include: v1 lamp beads capable of emitting a prohibited light signal, v2 lamp beads capable of emitting a permitting light signal, and/or v3 lamp beads capable of emitting an A3 light signal, the v1 The v2 and the v3 are positive integers greater than 1 or equal to 1.
  • the Nxi lateral ground traffic Two of the horizontal ground traffic signal groups of the signal light group can start to issue a no-pass light signal or a pass-through light signal or a warning traffic light signal at different starting moments, or any two of the Nxi horizontal ground traffic signal light groups
  • the horizontal ground traffic signal light group can start to issue a forbidden traffic light signal or allow a traffic light signal or a warning traffic light signal at different starting moments; or any two of the Nxi horizontal ground traffic signal light groups can Initiating a no-pass light signal or permitting a traffic light signal or alerting a traffic light signal at the same starting time; or any two of the Nxi horizontal ground traffic signal light groups can be issued at the same starting time Do not pass light signals or allow traffic signals or warning traffic lights number.
  • the lateral ground traffic signal light group in the Nxi horizontal ground traffic signal light group that is closer to the horizontal ground traffic signal light group qxi is banned from passing light signals (or allowed to pass) The earlier the start time of the light signal or the warning traffic light signal).
  • the horizontal ground traffic signal group pxi emits a start time for prohibiting the passage of the light signal, and any other horizontal ground traffic signal group in the Nxi horizontal ground traffic signal group emits a forbidden light signal (or allows the passage of the light signal) Or the beginning of the warning light signal).
  • the Nxi horizontal ground traffic signal groups include a horizontal ground traffic signal group j1, a horizontal ground traffic signal group j2, and a horizontal ground traffic signal group j3.
  • the horizontal ground traffic signal group j1, the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j3 are three adjacent to the Nxi horizontal ground traffic signal groups (such as 3 or any 3) horizontal ground traffic signal light groups.
  • the distance between the horizontal ground traffic signal group j2 and the parking line of the entrance lane xi is greater than the distance between the horizontal ground traffic signal group j1 and the parking line of the entrance lane xi.
  • the distance between the horizontal ground traffic signal group j2 and the parking line of the entrance lane xi is smaller than the distance between the horizontal ground traffic light group j3 and the parking lane of the entrance lane xi.
  • the horizontal ground traffic signal group j1 may be a horizontal ground traffic signal group qxi, or may be a horizontal ground traffic signal group between the intersection safety line and the parking line disposed on the entrance lane xi.
  • the horizontal ground traffic signal group j3 may be a horizontal ground traffic signal group pxi, or may be a horizontal ground traffic signal group between the intersection safety line disposed on the entrance lane xi and the parking line.
  • a spacing between the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j1 is divided by the horizontal ground traffic signal group j2 and the The transverse ground traffic signal group j1 emits a quotient V j1_j2 obtained by allowing a time difference of the start time of the traffic light signal (or the forbidden traffic light signal or the warning traffic light signal), for example, may be less than or equal to the horizontal ground traffic signal light group j2 and
  • the spacing between the horizontal ground traffic signal groups j3 is divided by the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j3 to issue an allowable traffic light signal (or a forbidden traffic light signal or a warning traffic light signal)
  • the quotient V j2_j3 obtained from the time difference of the starting time.
  • an intersection traffic light driving system includes an intersection traffic light array and an array driver for driving the intersection traffic light array, and the intersection traffic light array is connected to the array driver.
  • the intersection traffic signal array includes Nxi horizontal ground traffic signal groups; wherein, the Nxi horizontal ground traffic signal group includes: a horizontal ground traffic signal group pxi disposed at an intersection safety line position of the entrance lane xi at the plane intersection, and is disposed at the entrance The lateral ground traffic signal group qxi of the stop line position of the lane xi.
  • the inlet guiding area can be regarded as a vehicle pre-acceleration area
  • the Nxi horizontal ground traffic signal group provides a certain amount of hardware for controlling the speed at which the vehicle enters the intersection (where the speed at which the vehicle enters the intersection can also be regarded as the speed at which the vehicle exits the entrance guidance area) and the vehicle's driving state in the entrance guidance area.
  • the foundation has made it possible to improve the vehicle traffic efficiency at the intersection of planes.
  • the Nxi horizontal ground traffic signal group can divide the entrance guiding area into a plurality of entrance lane segments, and the optical signals emitted by the Nxi horizontal ground traffic signal groups can make the driving state of the vehicle in the entrance guiding area and It is possible to control the speed of the vehicle entering the intersection more precisely, which is beneficial to improve the safety controllability of the vehicle traffic at the intersection, and the ground traffic signal group is more convenient for the driver to recognize the corresponding traffic control signal. Further, it is advantageous to further improve the safety and controllability of vehicle traffic at the intersection of the plane.
  • FIG. 1 is a schematic diagram of a layout of two plane intersections provided by an embodiment of the present application
  • FIG. 1-c is a schematic diagram of a traffic trajectory of a plurality of lanes at a plane intersection provided by an embodiment of the present application;
  • FIGS. 2 a - 2 - b are schematic diagrams showing phase periods of several entrance lanes according to an embodiment of the present application
  • FIG. 2-c is a schematic diagram of the composition manners of several control right phases and non-control weight phases according to an embodiment of the present application;
  • FIG. 3 is a schematic layout diagram of two types of entry channels provided by an embodiment of the present application.
  • FIG. 4-a to FIG. 4 are schematic diagrams showing layouts of several intersection traffic signal arrays according to an embodiment of the present application.
  • FIG. 5-a to FIG. 5-d are schematic diagrams showing phase periods of several entrance lanes according to an embodiment of the present application.
  • 6-a is a schematic diagram of an intersection traffic signal driving system according to an embodiment of the present application.
  • FIG. 6-b is a schematic diagram of an intersection traffic signal light system according to an embodiment of the present application.
  • the embodiment of the present application provides an intersection traffic signal array and an intersection traffic signal driving system, which can help improve the vehicle traffic efficiency and safety controllability of the intersection, and the intersection traffic signal array and the intersection traffic signal driving system can be applied to the intelligent Electronic police or other related systems.
  • FIG. 1-a to FIG. 1-b the relative positions of the parking line and the intersection security line disposed on the entrance of the plane intersection in the embodiment of the present application may be exemplified in FIG. 1-a or FIG. 1-b.
  • the intersection intersection shown in Figure 1-a is also provided with a crosswalk, and the crosswalk at the plane shown in Figure 1-b is not provided with a crosswalk. It is of course also possible to have a crosswalk between some of the lanes and intersections of the intersection (this scenario is not shown in Figures 1-a and 1-b).
  • the cross-shaped intersection is taken as an example. However, the intersection may also be a T-shaped plane intersection or a plane intersection of other shapes.
  • the entrance of the plane intersection can also be called the inlet road.
  • An entranceway at a level intersection may include one or more entrance lanes, which may also be referred to as an entrance lane.
  • the exit path of a plane intersection can also be called a downstream road.
  • An exit lane at a plane intersection may include one or more exit lanes, which may also be referred to as a downstream lane.
  • the entrance lanes are mainly located on the right side of the corresponding exit lanes, and the entrance lanes of some countries may also be located on the left side of the corresponding exit lanes, and so on.
  • an entrance lane includes a plurality of entrance lanes
  • the orientations of the plurality of entrance lanes may be the same, partially identical or different from each other.
  • the orientation of the entrance lane can be divided into left turn, straight turn, right turn and turn around.
  • an entrance lane X includes six entrance lanes. Assuming that the orientation of two of the six entrance lanes is left, the two entrance lanes may be referred to as the left turn entrance lane of the entrance lane X, left.
  • the turn entrance lane can be referred to as the left turn lane.
  • the three entrance lanes may be referred to as a straight entrance lane of the entrance lane X, and the straight entrance lane may be referred to as a straight lane.
  • the orientation of the remaining one of the six entrance lanes is a right turn, then the one entrance lane may be referred to as the right turn entrance lane of the entrance lane X, and the right turn entrance lane may be referred to as the right turn lane. analogy.
  • a cross-shaped intersection may generally include four entrance lanes and four exit lanes, each of which may include one or more entrance lanes.
  • Each exit lane may include one or more exit lanes.
  • the T-shaped plane intersection generally includes three entrance lanes and three exit lanes, each of which may include one or more entrance lanes, and each exit lane may include one or more exit lanes.
  • the number of entrances and exits of some intersections may not be equal.
  • a cross-shaped intersection may only include three entrances and four exits.
  • the orientation of certain entrance lanes may be variable (ie, non-fixed), for example, in some periods an entrance lane is a left turn lane, while in other periods it may be a straight lane, and this may be a straight lane. Lanes can be called guided variable lanes, and so on.
  • the orientation of certain entrance lanes may be multiple, for example, an entrance lane may be a straight lane and it may also be a right lane.
  • the entrance lane on the far right of an entrance road may be both a straight lane and a right lane, and this lane may be referred to as a multi-guide lane or a composite guide lane, and so on.
  • the direction of travel of the lane is generally fixed, but in some cases, the direction of travel of certain lanes may also be variable (ie, non-fixed).
  • a tidal lane is a typical lane with a variable driving direction.
  • a lane in which the direction of travel can be changed can also be referred to as a variable lane in the direction of travel.
  • the driving direction of the lane may be, for example, eastward (ie eastbound), westward (ie westbound), southbound (ie southbound), northbound (ie southbound), and the like.
  • the left turn lane in the entrance lane is also called eastward left turn lane, and some In the scene, the eastward left turn lane is also called the eastbound left turn lane.
  • the straight lane in the entrance lane is also called the eastward straight lane.
  • the eastward straight lane is also called the eastbound straight lane. ,So on and so forth.
  • the intersection safety line of the lane of the intersection refers to a lane boundary line adjacent to or intersecting the intersection, or a lane boundary line adjacent to or intersecting with the pedestrian crossing.
  • the parking line of the entrance lane can be set at the intersection safety line position of the entrance lane.
  • the parking lane of the entrance lane may be disposed after the intersection safety line of the entrance lane with respect to the direction of travel of the entrance lane.
  • the parking lane of the entrance lane is generally disposed at the intersection safety line position of the entrance lane, and the parking lane and the intersection security line are combined in a spatial position.
  • the parking line of the entrance lane is disposed in the direction of the intersection safety line of the entrance lane as an example of the driving direction of the entrance lane, that is, the solution of the embodiment of the present application breaks through the parking.
  • the inertial thinking of the line setting at the intersection safety line position of the entrance lane boldly and innovatively separating the parking lane of the entrance lane and the intersection safety line in a spatial position, and the parking lane of the entrance lane is moved backward relative to the intersection safety line of the entrance lane.
  • a new way of parking line layout has been formed.
  • the installation position of the parking lane of the entrance lane may be relatively fixed, that is, the spacing between the intersection safety line of the entrance lane and the parking lane of the entrance lane may be relatively fixed, and of course, may also be based on environmental factors and scene requirements. The factors adjust the adaptability of the setting position of the parking lane of the entrance lane.
  • Vehicles in each lane of a plane intersection may be allowed to pass under the control of traffic lights (allowing traffic to be referred to as permission) or prohibiting traffic (no access may be referred to as prohibition) or warning traffic (alert traffic may be referred to as police traffic)
  • a traffic light corresponding to an entrance lane can control the permission or alarm or prohibition of the vehicle on the entrance lane.
  • controlling the phase of the vehicle on the entrance lane may be referred to as the passage phase of the entrance lane (the traffic phase may also be referred to as a release phase or a permitted phase), and the color of the optical signal emitted by the corresponding traffic signal in the conventional art.
  • the traffic phase is generally referred to as the green light phase.
  • the color of the optical signal emitted by the corresponding traffic light during the transit phase is not limited to green. And can be extended to be any single color or combination of colors that can be used to indicate that the vehicle is allowed to pass.
  • the color of the light signal emitted by the corresponding traffic signal during the transit phase is green, which is an optional implementation in the embodiment of the present application.
  • the phase of controlling the forbidden line of the vehicle on the entrance lane can be referred to as the forbidden phase of the entrance lane.
  • the forbidden phase is also generally referred to as a red light phase.
  • the color of the light signal emitted by the corresponding traffic light during the forbidden phase is not limited to red, but may be extended to be used to indicate that the vehicle is prohibited from passing. Any one color or combination of several colors, the color of the light signal emitted by the corresponding traffic signal during the forbidden phase is red.
  • controlling the phase of the vehicle's police line on the entrance lane may be referred to as the police line phase of the entrance lane (the police phase may also be referred to as the transition phase).
  • the color of the light signal emitted by the corresponding traffic signal is in the police.
  • the phase of the line is yellow.
  • the phase of the alarm in the conventional technology is also generally referred to as the phase of the yellow light.
  • the color of the light signal emitted by the corresponding traffic signal during the phase of the police is not limited to yellow, but may be Expanded to any single color or color combination that can be used to indicate the passage of the warning vehicle.
  • the color of the light signal emitted by the corresponding traffic signal during the alert phase is yellow. This is an optional implementation in the embodiment of the present application.
  • phase mentioned in some traffic codes generally defaults to the transit phase (such as the green light phase), that is, in some traffic codes, the traffic phase (such as the green light phase) is simply referred to as the phase.
  • the solution of the embodiment of the present application mainly aims to implement relatively fine management of each lane, and thus particularly distinguishes three different phase concepts of the transit phase, the forbidden phase and the transition phase.
  • the continuous transit phase, transition phase, and forbidden phase of an entrance lane may form a single phase period of the entrance lane, and the total duration of two adjacent phase periods may be fixed (as illustrated in Figure 2-a).
  • the total length of the adjacent two phase periods of the illustrated entrance lane 01 is 60 seconds) or not fixed (the total duration of the adjacent two phase periods of the entrance lane 02 shown in the example of FIG. 2-a is not equal).
  • Same entrance The phase period settings of the two entrance lanes of the same guidance of the track may be the same (the phase periods of the two left-turn lanes of the entrance lane Y are the same as shown in the example of FIG. 2-b) or different.
  • the phase period settings of the two entrance lanes of different orientations of the same entrance lane may be the same or different.
  • the transition phase may even be absent. In this case, the phase period includes only the transit phase and the forbidden phase, and does not include the transition phase.
  • intersection conflict lane is a relative concept.
  • intersection collision lanes it means that there is a crossover (or existence) of the traffic trails on the two entrance lanes passing through the intersection.
  • Interlacing that is, there is a crossover of the traffic trajectory of any two entrance lanes that are mutually conflicting lanes passing through the intersection.
  • the east-west straight lane and the north-south straight lane are mutually intersecting lanes, and the east-west straight lane and the north-south straight lane have crossovers at the intersection.
  • Figure 1-c the westbound straight lane and the south If the traffic on the straight lane passes through the intersection at the same time, then the two traffic will collide at the intersection.
  • Figure 1-c also exemplifies the case where the westbound straight lane and the northbound straight lane are also interchange lanes, and the other lanes that conflict with each other are similar.
  • the intersection conflict lane may be referred to as a conflict lane.
  • intersection conflict passage phase The concept of "junction conflict passage phase” is proposed below, and the intersection phase of intersection intersection is also a relative concept. To put it simply, the transit phases of the two entrance lanes that are mutually conflicting lanes are mutually intersecting passage phases. Similarly, the transition phases of the two entrance lanes that are mutually conflicting lanes are the intersection transition phases of the intersections.
  • the intersection collision passage phase may be referred to as a collision passage phase.
  • the transition phase of the intersection conflict can be referred to as the collision transition phase.
  • control phase and “non-control phase” is proposed below.
  • the control phase of the entrance lane is used to control the traffic on the entrance lane to cross the intersection, which means that the traffic on the entrance lane has passed the intersection. right.
  • those vehicles that drive through the stop line of an entrance lane at the end of the transition phase (if any) or at the end of the traffic phase usually take a certain amount of time to cross the intersection, in order to avoid collision between these vehicles and the lane from another intersection. Vehicles at the intersection are at conflict at the intersection. Therefore, some traffic codes suggest that these vehicles usually take about 2 seconds to ensure that the vehicles that pass through the transition phase (if any) or the end of the traffic phase can safely drive.
  • the time for emptying is referred to as the empty phase (where the emptying phase is similar to the all-red hour of the intersection referred to in some traffic codes).
  • the control phase of an entry lane + the non-control phase the transit phase of the entry lane + the forbidden phase + the transition phase (if any).
  • the forbidden phase can include clearing the phase and non-clearing the phase.
  • emptying the phase may not be necessary under certain special circumstances.
  • the forbidden phase may be equivalent to the non-control phase, that is, the non-control phase of the entrance lane is the entrance lane. Part or all of the forbidden phase.
  • the control phase may include a transit phase, a transition phase, and an empty phase.
  • the control phase includes a transit phase and a transition phase.
  • the control phase includes the transit phase and the clear phase.
  • the control phase can be equivalent to the transit phase.
  • Figure 2-c illustrates that the control phase of an entry lane (e.g., entrance lane x05) includes a transit phase, a transition phase, and an empty phase; or a control phase of an entry lane (e.g., entrance lane x07) may include The pass phase and the clear phase; or the control phase of an entry lane (eg, entrance lane x06) includes the transit phase and the transition phase; or the control phase of an entry lane (eg, entrance lane x08) may be equivalent to the transit phase.
  • the phase mentioned in some traffic codes may also default to the control phase, that is, in these traffic specifications, the control phase may be simply referred to as phase.
  • intersection conflict control phase is a relative concept. In simple terms, the control rights of the two entrance lanes of each other are the intersection control phase.
  • the intersection conflict control phase can be referred to as the conflict control phase.
  • crosswalks and lanes It can be regarded as a passageway, which is a road for traffic passages, such as crosswalks and lanes (such as entrance lanes, exit lanes, etc. at plane intersections).
  • traffic object the traffic object may be a pedestrian or a vehicle, etc.
  • traffic flow the object flow passing through the traffic lane
  • the objects passing through the crosswalk may include pedestrians, etc., and the flow of objects passing on the crosswalk includes pedestrian flow and the like.
  • an object passing through a lane may include a vehicle or the like, and a flow of objects passing through the lane includes a traffic flow or the like.
  • the traffic phase For the scene of the crosswalk, there may also be concepts such as the traffic phase, transition phase and forbidden phase of the crosswalk. There may also be concepts such as the control phase and the non-control phase of the crosswalk.
  • conflict road of a traffic lane (such as a lane or a crosswalk) is a lane
  • the conflict lane may also be referred to as a conflict lane
  • the conflict lane may also be referred to as a conflicting crosswalk.
  • the forbidden traffic optical signal may be referred to as an A1 class optical signal or a forbidden optical signal
  • the pass optical signal may be referred to as an A2 class optical signal or a forbidden optical signal
  • the warning traffic light signal may be referred to as short.
  • the A1 type optical signal is an optical signal for indicating the passage of a traffic object (such as a vehicle or a pedestrian) that prohibits a corresponding traffic path (such as a lane or a crosswalk).
  • the A2 class optical signal is an optical signal for indicating the passage of a traffic object (such as a vehicle or a pedestrian, etc.) that allows a corresponding traffic path (such as a lane or a crosswalk).
  • the A3 optical signal is an optical signal used to indicate the passage of a traffic object (such as a vehicle or pedestrian) that alerts a corresponding traffic lane (such as a lane or a crosswalk). Specifically, for example, if a traffic light of a lane emits an A1 optical signal, the A1 optical signal emitted by the traffic light of the lane is an optical signal for indicating the passage of the vehicle that prohibits the lane.
  • the A2 optical signal emitted by the traffic light of the lane is an optical signal for indicating the passage of the vehicle allowing the lane. If the traffic signal of a lane emits an A2 optical signal, the A2 optical signal emitted by the traffic signal of the lane is an optical signal for indicating the passage of the vehicle that warns the lane. For example, if a traffic light of a pedestrian crossing line emits an A1 optical signal, the traffic signal light of the pedestrian crossing is an A1 light signal for indicating the pedestrian traffic prohibiting the pedestrian crossing, and if the traffic light of a pedestrian crossing is issued with the A2 class.
  • the A2 type optical signal emitted by the traffic light of the pedestrian crossing is an optical signal for indicating the pedestrian passage allowing the pedestrian crossing. If a pedestrian traffic light emits an A2 optical signal, the traffic signal of the pedestrian crossing emits an A2 optical signal for indicating the pedestrian traffic that allows the pedestrian crossing, and so on.
  • the specific presentation forms of the A1 optical signal, the A2 optical signal, and the A3 optical signal may be flexible and can be set according to specific scene requirements.
  • the A1 optical signal may be a red optical signal, and the red optical signal may specifically be a blinking red optical signal and/or a non-flicking red optical signal.
  • the non-flashing red light signal may be simply referred to as a constant red light signal, and the flashing red light signal may be simply referred to as a red flash signal.
  • the A1 type optical signal is an optical signal for indicating the passage of a prohibited traffic object (such as a vehicle or a pedestrian), and therefore any optical signal that can be used to indicate that a traffic-free object (such as a vehicle or a pedestrian) is prohibited can be regarded as A1 type optical signal, then the expression form of the A1 type optical signal is not limited to the above examples. For example, optical signals of several colors may be combined according to certain rules to indicate that the passage of the passage is prohibited, and then the optical signals of these expressions are also It can be considered as an A1 type optical signal.
  • the A2 optical signal may be a green optical signal, and the green optical signal may specifically be a blinking green optical signal and/or a non-flicking green optical signal.
  • the non-flickering green light signal may be referred to as an evergreen light signal, and the flashing green light signal may be simply referred to as a green flash signal.
  • Class A2 light The signal is an optical signal for indicating the passage of a traffic object (such as a vehicle or a pedestrian), and therefore any optical signal that can be used to indicate that a traffic object (such as a vehicle or a pedestrian) is allowed to pass can be regarded as an A2 class.
  • the optical signal, then the representation of the A2 optical signal is not limited to the above examples. For example, optical signals of several colors may be combined according to certain rules to indicate that the passing object is allowed to pass, and then the optical signals of these expressions may also be considered. It is an A2 class optical signal.
  • the A3 optical signal may be a yellow optical signal, and the yellow optical signal may specifically be a blinking yellow optical signal and/or a non-flicking yellow optical signal.
  • the non-flickering yellow light signal may be referred to as a normally yellow light signal, and the flashing yellow light signal may be simply referred to as a yellow flash signal.
  • the A3 optical signal is an optical signal used to indicate the passage of an alerting object (such as a vehicle or a pedestrian). Therefore, any optical signal that can be used to indicate the passage of an alerting object (such as a vehicle or a pedestrian) can be regarded as It is an A3 optical signal, and the representation of the A3 optical signal is not limited to the above examples. For example, optical signals of several colors may be combined according to certain rules for indicating the passage of the warning object, and then these expressions are The optical signal can also be considered as an A3 optical signal.
  • the A1 type optical signal may exist in one or more representations
  • the A2 type optical signal may also exist in one or more representations
  • the A3 type optical signal may exist in one or more representations.
  • the expression forms of the A1 type optical signal, the A2 type optical signal, and the A3 type optical signal are also different from each other, that is, the A1 type is said to be different. There is no intersection between the representation of the representation of the optical signal, the representation of the representation of the A3 optical signal, and the representation of the representation of the A2 optical signal.
  • the A3 light signal is used to indicate the light signal of the warning object (such as a vehicle or a pedestrian). Therefore, from a certain point of view, the A3 light signal can be regarded as a transition signal indicating the traffic object. The transition between traffic and ban. In some cases, if such a transition is not required, then the transition signal of the A3 optical signal may not be needed.
  • the "A1 type optical signal light” may also be referred to as a "red signal light”.
  • the A2 type optical signal is a green light signal, the “A2 type signal light” may also be referred to as a “green signal light”.
  • the A3 type optical signal is a yellow light signal, the "A3 type signal light” may also be referred to as a "yellow signal light”. And so on.
  • a signal lamp capable of emitting an A1 type optical signal but not capable of emitting an A2 type optical signal and an A3 type optical signal may be referred to as an "A1 type signal lamp”.
  • a signal lamp capable of emitting an A2 type optical signal but not capable of emitting an A1 type optical signal and an A3 type optical signal may be referred to as an "A2 type signal lamp”.
  • a signal lamp capable of emitting an A3 type optical signal but not capable of emitting an A1 type optical signal and an A2 type optical signal may be referred to as an "A3 type signal lamp”.
  • a signal lamp capable of emitting an A1 type optical signal and an A2 type optical signal but not capable of emitting an A3 type optical signal may be referred to as an "A12 type signal lamp".
  • a signal lamp capable of emitting an A1 type optical signal and an A3 type optical signal but not capable of emitting an A2 type optical signal may be referred to as an "A13 type signal lamp”.
  • a signal lamp capable of emitting an A2 type optical signal and an A3 type optical signal but not capable of emitting an A1 type optical signal may be referred to as an "A23 type signal lamp".
  • a signal lamp capable of emitting an A1 type optical signal and capable of emitting an A2 type optical signal and an A3 type optical signal may be referred to as an "AA type signal lamp", and so on.
  • an intersection traffic signal array may be disposed on part or all of the entrance lanes of the plane intersection.
  • the manner of setting the intersection traffic signal array on some or all of the entrance lanes may be the same or similar. The following is a detailed introduction to the intersection traffic light array.
  • intersection traffic signal array may include Nxi horizontal ground traffic signal groups.
  • the Nxi horizontal ground traffic signal light group comprises a horizontal ground traffic signal light group pxi disposed at an intersection safety line position of the entrance lane xi of the plane intersection.
  • the Nxi horizontal ground traffic signal group further includes a lateral ground traffic signal group qxi disposed at a parking line position of the entrance lane xi.
  • the lane segment defined between the intersection safety line of the entrance lane and the parking lane forms an entrance guiding area
  • the inlet guiding area is also regarded as an inlet guiding area.
  • the lane segment defined between the intersection safety line of the entrance lane xi and the parking lane of the entrance lane xi forms an entrance lane xi
  • the entrance guide area (the entrance guide area of the entrance lane xi).
  • the number of the signal lights included in any two of the Nxi horizontal ground traffic signal groups may be the same or different. Wherein, the Nxi is an integer greater than 1.
  • Each of the Nxi horizontal ground traffic signal groups includes at least one signal light (eg, one or at least two signal lights).
  • Nxi can be, for example, equal to 2, 3, 5, 7, 8, 10, 11, 29, 36, 50, 100, or other values.
  • At least one (for example, one or at least two) of the horizontal ground traffic signal groups i has a wireless drive signal input port and/or a wired drive signal input port.
  • the horizontal ground traffic signal light group i is one of the Nxi horizontal ground traffic signal light groups or any one of the horizontal ground traffic signal light groups.
  • the spacing between any two adjacent horizontal ground traffic signal groups in the Nxi horizontal ground traffic signal groups is equal or partially equal or unequal to each other.
  • the spacing between any two adjacent lateral ground traffic signal groups in the Nxi horizontal ground traffic signal group may be 1 meter, 1.5 meters, 2 meters, 2.5 meters, 3 meters, or other values.
  • the spacing between two adjacent horizontal ground traffic signal groups of the Nxi horizontal ground traffic signal groups may also be arbitrarily changed or other variations, and does not necessarily appear to be gradually reduced in a certain direction as described above. Or gradually increasing the law of change.
  • the spacing between adjacent two lateral ground traffic signal groups in the Nxi horizontal ground traffic signal groups disposed in the entrance guide zone may be equal, and adjacent two of the Nxi horizontal ground traffic signal groups
  • the interval at which the horizontal ground traffic signal group emits an A2 optical signal (or an A1 optical signal or an A3 optical signal) may also be equal. This mode may be referred to as an "equal interval isochronous mode".
  • the spacing between adjacent two horizontal ground traffic signal groups in the Nxi horizontal ground traffic light groups disposed in the entrance guide area may be equal, but the phases in the Nxi horizontal ground traffic signal groups
  • the interval between the start time of the adjacent two horizontal ground traffic signal groups to emit the A2 optical signal (or the A1 optical signal or the A3 optical signal) may be called "equal spacing unequal mode".
  • the spacing between adjacent two horizontal ground traffic signal groups in the Nxi horizontal ground traffic light groups disposed in the entrance guide area is not equal, but in the Nxi horizontal ground traffic signal groups
  • the interval between the start time of the adjacent two horizontal ground traffic signal groups emitting the A2 optical signal (or the A1 optical signal or the A3 optical signal) is equal.
  • This mode can be called "isochronous unequal spacing mode"
  • Equal-pitch unequal mode can be deduced by analogy.
  • Nxi horizontal ground traffic signal groups can be evenly divided between the intersection safety line of the entrance lane xi and the parking line, for example at the entrance.
  • a horizontal ground traffic signal group is set every 1 meter in the entrance guide area of the lane xi, and the Nxi horizontal ground traffic signal group divides the entrance guide area of the entrance lane xi into 10 entrance lane segments, and any adjacent two lateral ground sections.
  • the distance between the traffic signal groups is 1 meter, and the interval between the start time of any adjacent two horizontal ground traffic signal groups to emit A2 optical signals (or A1 optical signals or A3 optical signals) may be equal (such as 0.2).
  • Nxi horizontal ground traffic signal groups can be evenly divided between the intersection safety line of the entrance lane xi and the parking line, for example, in the entrance lane.
  • a horizontal ground traffic signal group is set every 2 meters in the entrance guide area of the xi, and the Nxi horizontal ground traffic signal group can divide the entrance guide area of the entrance lane xi into five entrance lane segments, any adjacent two lateral ground sections. The interval between the traffic signal groups is 2 meters.
  • the interval between the start time of any two adjacent horizontal ground traffic signal groups to emit an A2 optical signal may be equal or unequal.
  • Nxi Other arrangements for equal spacing between adjacent two lateral ground traffic signal groups in a horizontal ground traffic signal group may be deduced.
  • the horizontal ground traffic signal group i includes at least two signal lights, at least two of the horizontal ground traffic signal groups i share the same driving signal, or the horizontal ground traffic signal group i Any two signal lights use different drive signals.
  • the working states of several signal lights sharing the same driving signal are synchronously changed, for example, several signal lights sharing the same driving signal will be simultaneously illuminated or simultaneously turned off because these several signal lights It is driven and controlled by the same drive signal.
  • the operating status of the two lights may not change synchronously, and of course it may be synchronous.
  • the operating state of a signal lamp using a driving signal outputted from the same driving signal output port (a driving signal output port may be a driving signal output port of an array driver or a traffic signal, etc.) is synchronously changed, specifically if The timing of the drive signal output from the drive signal output port during the process from the drive signal output port to the signal lamp is not changed.
  • the operating state of a signal lamp using drive signals output from different drive signal output ports may not be synchronously changed, and may of course be synchronously changed.
  • the entrance lane xi may be one of the entrance lanes of the plane intersection, or the entrance lane xi and any one of the entrance lanes that may be the intersection. That is to say, some or all of the entrance lanes of the plane intersection may be deployed with a lateral ground traffic signal group or the like in a manner similar or similar to that of the entrance lane xi.
  • the signal lights in the horizontal ground traffic signal group are set on the ground, these signal lights can also be called ground traffic lights (also referred to as "ground signal lights").
  • the signal light in the horizontal ground traffic signal light group mentioned in the embodiment of the present application is a ground traffic signal light. It can be understood that since the ground traffic signal is set on the ground, the ground traffic signal is different from the high-altitude traffic signal in the setting mode and the product form, and the high-altitude traffic signal can include, for example, a column traffic signal or a cantilever traffic signal.
  • the “horizontal” in the horizontal ground traffic signal light group is intended to mean that the length direction of the horizontal ground traffic signal light group and the traveling direction of the corresponding lane are vertical or substantially vertical, at least the length direction of the horizontal ground traffic signal light group and the corresponding lane.
  • the driving directions are not parallel, and the angle between the length direction of the horizontal ground traffic signal group and the traveling direction of the corresponding lane may be greater than or equal to 45° and less than or equal to 90°, and the angle may be equal to 90°, for example. , 89°, 85°, 80°, 78°, 75°, 60°, 53° or 40°.
  • the range of the angle between the length direction of the lateral ground traffic signal group and the traveling direction of the corresponding lane is not limited to the above exemplary range.
  • the Nxi horizontal ground traffic signal group further includes the intersection security line disposed on the entrance lane xi and Nxi-2 lateral ground traffic signal groups between the parking lines.
  • a horizontal ground traffic signal group may include the above-mentioned arrangement on the entrance lane xi. Part or all of the horizontal ground traffic signal light between the intersection safety line and the parking line.
  • the intersection traffic signal array includes Nxi horizontal ground traffic signal light groups; the Nxi horizontal ground traffic signal light groups include: a lateral ground disposed at an intersection safety line position of the entrance lane xi of the plane intersection The traffic signal group pxi, the horizontal ground traffic signal group qxi disposed at the parking line position of the entrance lane xi.
  • the lane segment defined between the intersection safety line of the entrance lane xi and the parking line can form an entrance guiding area, this provides a certain space basis for the pre-acceleration of the vehicle through the intersection, and controls the speed at which the vehicle enters the intersection (ie The speed at which the vehicle exits the entrance guide area and the driving state of the vehicle in the entrance guide area provide a basis for improving the vehicle traffic efficiency at the intersection.
  • the light group can divide the entrance guiding area into several lane segments, and use the light signals emitted by the Nxi horizontal ground traffic signal groups to make the driving state of the vehicle in the entrance guiding area and the speed of the vehicle exiting the entrance guiding area more precise. Control becomes possible, so this helps to improve the safety and controllability of vehicle traffic at the intersection.
  • the ground type traffic signal light group is more convenient for the driver to recognize the corresponding traffic control signal, thereby further improving the vehicle traffic safety controllability at the plane intersection.
  • FIG. 3 illustrates an example of the road condition of an entrance road before the horizontal ground traffic signal group is installed.
  • the inlet lane (inlet lane X) exemplified in the left part of Fig. 3 and the inlet lane (inlet lane Y) exemplified in the right side section respectively include three entrance lanes.
  • the entrance section Y shown in the example of the right side of Fig. 3 also has a crosswalk in front of it, and the left side section of Fig. 3 does not have a crosswalk in front of the entrance lane X as exemplified.
  • Figures 4-a through 4-c illustrate several possible road conditions after a lateral ground traffic signal set is placed on an entrance lane that does not have a crosswalk in front.
  • Figure 4-a shows the lateral ground traffic signal sets at corresponding positions on the entrance lanes of the entrance lanes in the illustrated scenario, which are substantially on the same line.
  • the horizontal ground traffic signal groups at corresponding positions on the partial entrance lanes of the same entrance lane are substantially on the same line, and the horizontal ground traffic signal groups at corresponding positions on the other entrance lanes are basically Located on the same line, even the parking lanes with some entrance lanes on the same entrance lane and the parking lanes of other entrance lanes may not be on the same line.
  • the left-hand part example of Figure 4-a and Figure 4-b for each entrance lane are mainly based on Nxi equal to 4 (ie, at least 4 horizontal ground traffic signal sets are placed on each entrance lane).
  • the example of the right part of FIG. 4-a and the example of the right part of FIG. 4-c are mainly for Nxi equal to 2 for each entrance lane.
  • the case where Nxi is equal to other values can be deduced by analogy.
  • the number of horizontal ground traffic signal groups provided on each entrance lane of the same entrance lane may be equal or unequal.
  • the number of horizontal ground traffic signal sets provided on the entrance lanes of the different entrance lanes may be equal or unequal.
  • the signal light ia of the horizontal ground traffic signal group i can emit an A1 type optical signal under the driving of the first driving signal, and the signal light ia can also be in the second driving signal.
  • the A2 type optical signal is emitted under driving, and the signal light ia can be, for example, an A12 type signal light.
  • the signal light ia of the horizontal ground traffic signal group i can emit an A1 light signal under the driving of the first driving signal, and the signal light ia can also emit the A2 light signal under the driving of the second driving signal.
  • the signal lamp ia can also emit an A3 light signal under the driving of the third driving signal, and the signal lamp ia can be, for example, an AA type signal lamp.
  • the signal light ia can be one of the horizontal ground traffic signal light groups i or any one of the signal lights. That is, in some possible implementations of the present application, a single signal light can emit different optical signals driven by different drive signals. Specifically, for example, some or all of the signal lights of the ground traffic signal group i can emit a red light signal under the driving of the first driving signal, and some or all of the signal lights of the ground traffic signal group i can be driven by the second driving signal. A green light signal is emitted, and some or all of the ground traffic signal group i can emit a yellow light signal under the driving of the third driving signal.
  • the i1 signal lights in the horizontal ground traffic signal group i are signal lights capable of emitting an A1 type optical signal
  • the horizontal ground traffic signal light group i is included
  • the i2 signal lamps are signal lamps capable of emitting A2 type optical signals.
  • i1 of the horizontal ground traffic signal group i is a signal light capable of emitting an A1 type optical signal
  • the i2 signal lights of the horizontal ground traffic signal group i may be a signal light capable of emitting an A2 type optical signal
  • i3 of the horizontal ground traffic signal groups i are signal lamps capable of emitting an A3 light signal.
  • i1, the i2 and the i3 are integers greater than one.
  • i1 can be, for example, equal to 1, 2, 3, 4, 7, 9, 10, 11, 29, 36, 50, 100 or other values.
  • i2 can be, for example, equal to 1, 2, 3, 5, 7, 8, 10, 11, 29, 36, 50, 100, or other values.
  • i3 can be, for example, equal to 1, 2, 3, 6, 7, 8, 4, 11, 29, 36, 50, 100, or other values.
  • the i1 signal lamps can emit an A1 type optical signal, but the i1 signal lamps cannot emit an A2 type optical signal and/or an A3 type optical signal.
  • the above i1 signal lamps may be signal lamps dedicated to emitting an A1 type optical signal. That is, the above i1 signal lamps can be A1 type signal lamps.
  • the i2 signal lamps can emit an A2 type optical signal, but the i2 signal lamps cannot emit an A1 type optical signal and/or an A1 type optical signal.
  • the above i2 signal lamps may be signal lamps dedicated to emitting A2 type optical signals. That is, the above i2 signal lamps can be A2 type signal lamps.
  • the i3 signal lamps can emit an A3 type optical signal, but the i3 signal lamps cannot emit an A2 type optical signal and/or an A1 type optical signal.
  • the above i3 signal lamps may be signal lamps dedicated to emitting A3 type optical signals. That is, the above i3 signal lamps can be A3 type signal lamps.
  • the signal light group includes at least one (for example, one or at least two) A1 type signal lamps, and at least one (for example, one or at least two) A2 type signal lamps, or if a single lateral ground traffic signal group includes At least one (for example, one or at least two) A1 type signal lamps further comprising at least one (for example, one or at least two) A2 type signal lamps, and further comprising at least one (for example, one or at least two) A3 types.
  • Signal light includes at least one (for example, one or at least two) A1 type signal lamps, and at least one (for example, one or at least two) A2 type signal lamps, and further comprising at least one (for example, one or at least two) A3 types.
  • the horizontal ground traffic The set of signal lights may still present a uniform optical signal for indicating the passage of a traffic object (such as a vehicle or pedestrian, etc.).
  • the signal light ia of the horizontal ground traffic signal group i can emit an A1 type optical signal, and the signal light ib in the horizontal ground traffic signal group i can issue the A2 class.
  • An optical signal; the signal light ia and the signal light ib are signal lamps adjacent to two of the lateral ground traffic signal light groups i, or the signal light ia and the signal light ib are the horizontal ground traffic signal light group i Any two of the adjacent adjacent lights.
  • the signal light ia of the horizontal ground traffic signal group i can emit an A1 type optical signal
  • the signal light ib of the horizontal ground traffic signal group i can emit an A2 type optical signal
  • the horizontal ground traffic signal light group i The signal light ic in the middle can emit an A3 light signal; the signal light ia, the signal light ib and the signal light ic are signal lights adjacent to three of the horizontal ground traffic signal light groups i, or the signal light Ia, the signal light ib and the signal light ic are signal lamps adjacent to any three of the horizontal ground traffic signal light groups i.
  • the signal lamp ia is an A1 type signal lamp
  • the signal lamp ib is an A2 type signal lamp
  • the signal lamp ic is an A3 type signal lamp.
  • the signal lamps included in the horizontal ground traffic signal group capable of emitting different optical signals may be interpenetrated.
  • the distribution areas of the signal lamps included in the lateral ground traffic signal group capable of emitting different optical signals may partially overlap or overlap. That is, the signal lights included in the horizontal ground traffic signal group capable of emitting different optical signals are more evenly distributed in the distribution area of the lateral ground traffic signal group.
  • part or all of the signal lights of the horizontal ground traffic signal group i are partially or completely buried under the road surface, or the horizontal ground traffic signal group i Some or all of the signal lights are placed on the road surface. That is to say, part or all of the lamp body of the signal light in the horizontal ground traffic signal light group may protrude from the ground or may not protrude from the ground at all.
  • part or all of the signal lights of the horizontal ground traffic signal group i are spikes or light strips (such as LED strips) or graphene signal lights.
  • the product form of the signal light in the horizontal ground traffic signal group is not limited to the above examples.
  • the signal light ia among the lateral ground traffic signal groups i may include: V lamp beads, a circuit board for driving the V lamp bead operations, and for accommodating the V lamp beads and the circuit The housing of the board.
  • the circuit board has a wired driving signal input port and/or a wireless driving signal input port, wherein the V is an integer greater than or equal to 1.
  • V may be, for example, equal to 1, 2, 3, 5, 7, 8, 10, 21, 29, 36, 50, 100 or other values.
  • the V lamp beads may include: capable of emitting A1 The v1 lamp beads of the optical signal, the v2 lamp beads capable of emitting the A2 type optical signal, and/or the v3 lamp beads capable of emitting the A3 type optical signal.
  • the v1 and the v2 and the v3 are each an integer greater than 1 or equal to 1.
  • two of the Nxi horizontal ground traffic signal groups are capable of starting to emit an A1 optical signal or an A2 class at different starting moments.
  • Optical signal or A3 optical signal any two of the Nxi horizontal ground traffic signal groups can start to emit an A1 type optical signal or an A2 type optical signal or an A3 type optical signal at different starting moments.
  • any two of the Nxi horizontal ground traffic signal groups can start to emit an A1 type optical signal or an A2 type optical signal or an A3 type optical signal at the same starting time.
  • any two of the Nxi horizontal ground traffic signal groups can start to emit an A1 type optical signal or an A2 type optical signal or an A3 type optical signal at the same starting time.
  • the lateral ground traffic signal group in the Nxi horizontal ground traffic signal group that is closer to the horizontal ground traffic signal group qxi emits an A1 optical signal (or A2 class).
  • the horizontal ground traffic signal group pxi emits a start time of the A1 type optical signal, and the A1 type optical signal (or the A2 type optical signal) is emitted later than any other horizontal ground traffic signal light group in the Nxi horizontal ground traffic signal light group. Or the starting moment of the A3 class optical signal).
  • the Nxi horizontal ground traffic signal groups include a horizontal ground traffic signal group j1, a horizontal ground traffic signal group j2, and a horizontal ground traffic signal group j3.
  • the horizontal ground traffic signal group j1, the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j3 are three adjacent to the Nxi horizontal ground traffic signal groups (such as 3 or any 3) horizontal ground traffic signal light groups.
  • the distance between the horizontal ground traffic signal group j2 and the parking line of the entrance lane xi is greater than the distance between the horizontal ground traffic signal group j1 and the parking line of the entrance lane xi.
  • the distance between the horizontal ground traffic signal group j2 and the parking line of the entrance lane xi is smaller than the distance between the horizontal ground traffic light group j3 and the parking lane of the entrance lane xi.
  • the horizontal ground traffic signal group j1 may be a horizontal ground traffic signal group qxi, or may be a horizontal ground traffic signal group between the intersection safety line and the parking line disposed on the entrance lane xi.
  • the horizontal ground traffic signal group j3 may be a horizontal ground traffic signal group pxi, or may be a horizontal ground traffic signal group between the intersection safety line disposed on the entrance lane xi and the parking line.
  • a spacing between the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j1 is divided by the horizontal ground traffic signal group j2 and the The quotient V j1_j2 obtained by the horizontal ground traffic signal group j1 emitting the time difference of the start time of the A2 type optical signal (or the A1 type optical signal or the A3 type optical signal) may be, for example, less than or equal to the horizontal ground traffic signal light group j2 and The spacing between the horizontal ground traffic signal groups j3 is divided by the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j3 to emit an A2 optical signal (or an A1 optical signal or an A3 optical signal). The quotient V j2_j3 obtained from the time difference of the starting time.
  • V j1_j2 when V j1_j2 is equal to V j2_j3 , it can represent that the horizontal ground traffic signal group j1 , the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j3 sequentially emit the A2 optical signal (or A1).
  • the light-like signal or the A3 light signal exhibits a constant velocity.
  • the horizontal ground traffic signal group j1 , the horizontal ground traffic signal group j2 and the horizontal ground traffic signal group j3 may be sequentially issued to emit an A2 optical signal (or an A1 optical signal).
  • the A3 light signal exhibits a guiding speed that is uniform or non-uniformly accelerated.
  • the driven Nxi horizontal ground traffic signal light groups sequentially emit A2 type optical signals from the horizontal ground traffic signal light group qxi, which can exhibit a uniform speed guiding speed, and can also exhibit uniform acceleration or non-uniform acceleration.
  • Variable speed guide speed which is beneficial Safely guiding the speed of the vehicle at the entrance guide area.
  • the horizontal ground traffic signal group qxi when the horizontal ground traffic signal group qxi emits an A2 type optical signal, it indicates that the vehicle on the entrance lane xi is currently allowed to pass over the horizontal ground traffic light group qxi (ie, the parking line that allows the vehicle on the entrance lane xi to pass the entrance lane xi) , after the vehicle (for example, the head car parked behind the horizontal ground traffic signal group qxi) enters the entrance guide area, other lateral ground traffic lights other than the horizontal ground traffic signal group pxi in the Nxi horizontal ground traffic signal group Under the guidance of the A2 class optical signals issued by the group, the vehicle gradually passes over the horizontal ground traffic signal groups that emit the A2 optical signals, and then the vehicle is driven by the A2 optical signals emitted by the lateral ground traffic signal group pxi.
  • the horizontal ground traffic signal group qxi when the horizontal ground traffic signal group qxi emits an A2 type optical signal, it indicates that the vehicle on the entrance lane
  • the vehicle Crossing the horizontal ground traffic signal group pxi (ie, the intersection safety line passing through the entrance lane xi), the vehicle enters the intersection after passing the horizontal ground traffic signal group pxi or enters the intersection after crossing the pedestrian crossing, and finally passes through the intersection to enter the corresponding downstream Lane.
  • the vehicle is guided by the Nxi horizontal ground traffic signal group starting from the horizontal ground traffic signal group qxi, and the guiding speed (the guiding speed may be uniform or non-uniform)
  • the entry guide zone will be driven at a travel speed less than or equal to this guide speed.
  • the horizontal ground traffic signal group pxi emits the A2 optical signal
  • the vehicle if the vehicle travels at the entrance guiding area at a speed greater than the corresponding guiding speed, the vehicle is likely to have a "red light” phenomenon, that is, it is likely to appear.
  • the vehicle passes through the horizontal ground traffic before a horizontal ground traffic signal group emits an A2 optical signal (where the horizontal ground traffic signal light is extinguished or an A1 optical signal is emitted before the A2 optical signal is emitted).
  • the phenomenon of the signal light group is very unsafe.
  • Nxi horizontal ground traffic signal groups facilitates safe guidance of the vehicle's driving speed in the entrance guiding area, thereby facilitating the vehicle to enter the intersection at a safe speed, which is beneficial to improving the efficiency of the vehicle passing through the intersection. It is conducive to ensuring the safety of the vehicle passing through the intersection. That is to say, the solution of the embodiment of the present application is beneficial to the basic consideration of the efficiency and safety of the vehicle passing through the intersection.
  • the embodiment of the present application further provides a driving control method for an intersection traffic signal array
  • the intersection traffic signal array can be, for example, any one of the intersection traffic signal arrays provided in the foregoing embodiments.
  • the intersection traffic signal array includes Nxi horizontal ground traffic signal groups; the Nxi horizontal ground traffic signal group includes a horizontal ground traffic signal group pxi disposed at an intersection security line position of the entrance lane xi of the plane intersection, the Nxi
  • the horizontal ground traffic signal group further includes a lateral ground traffic signal group qxi disposed at a parking line position of the entrance lane xi.
  • Each of the Nxi horizontal ground traffic signal groups includes at least one (eg, one or at least two) signal lights.
  • the horizontal ground traffic signal light group i is one of the Nxi horizontal ground traffic signal light groups or any one of the horizontal ground traffic signal light groups.
  • the horizontal ground traffic signal group i includes at least two signal lights, at least two of the horizontal ground traffic signal groups i may share the same driving signal, or the horizontal ground traffic signal group i Any two signal lights use different drive signals.
  • the driving control method of the intersection traffic signal array may include: driving the Nxi horizontal grounds when the previous intersection conflicting control phase of the control right phase of the entrance lane xi ends with an overlap time T cd_xi remaining
  • the traffic signal light group sequentially emits an A2 type optical signal from the horizontal ground traffic signal group qxi.
  • the lateral ground traffic signal group of the Nxi horizontal ground traffic signal group that is closer to the horizontal ground traffic signal group qxi is driven to emit the A2 light signal.
  • the start time at which pxi is driven to emit an A2 optical signal is later than the start of any other lateral ground traffic signal group in the Nxi horizontal ground traffic signal group being driven to emit an A2 optical signal.
  • the overlap durations of the entrance lanes with different driving directions of the same plane intersection may be equal or partially equal or unequal.
  • the overlap durations of the same plane intersections with the same direction of travel but different orientations may be equal or partially equal or unequal.
  • the overlap durations of the same entrance lanes of the same plane intersection may be equal or partially equal or unequal.
  • the overlap duration T cd_xi is the overlap duration corresponding to the entrance lane xi
  • the entrance lane xi is one of the entrance lanes or any one of the entrance lanes of the plane intersection.
  • the starting time of the horizontal ground traffic signal group pxi to emit the A2 optical signal is the phase ending time of the previous intersection conflict control right. That is, the interval T ⁇ _pxi_qxi at which the lateral ground traffic signal group pxi and the lateral ground traffic signal group qxi emit the A2 class optical signal is equal to the overlap duration T cd_xi .
  • Long T cd_xi may be a preset value stored in the overlap (or long when the host apparatus according to the update instruction overlap or interactive update from the interface currently stored T cd_xi) long T cd_xi preset algorithm in real time based on the available computing time or overlap.
  • the overlap duration T cd_xi may be equal to 2 seconds, 3 seconds, 4 seconds, 5 seconds, 6 seconds, 7 seconds, 8.1 seconds, 10 seconds, or other duration.
  • the previous intersection conflict control phase of the control right phase of the entrance lane xi may be, for example, a southbound straight lane or a northbound of the plane intersection.
  • the entrance lane xi is a westbound straight lane
  • the previous intersection conflict control phase of the control right phase of the entrance lane xi may be, for example, a southbound straight lane or a northbound straight lane of the plane intersection or
  • the control phase of the eastbound left lane or the southbound left lane because of the westbound straight lane of the intersection, the southbound straight lane or the northbound straight lane or the eastbound left turn lane or southbound with the planned intersection
  • the left-turn lanes are conflicting lanes, and other conflicts are similar.
  • the control phase of the north-south turn left lane, the east-west turn lane, the north-south straight lane, and the east-west straight lane loop is the control phase of the east-west turn lane
  • the control phase of the control intersection of the east-west turn lane is the north-south direction
  • the phase of the control of the straight lane, the phase of the control of the previous intersection of the control direction of the north-south straight lane is the control phase of the east-west straight lane.
  • the phase of the previous intersection conflict control phase of the control lane xi is something Turning the control phase of the lane to the left, and assuming that the entrance lane xi is an entrance lane in the east-west turn lane, the phase of the previous intersection conflict control phase of the control lane xi is north-south direction The phase of control of the straight lane, and so on.
  • the overlap duration of the control phase of the north-south-left turn lane and the east-west turn-by-turn lane is T cd_3 .
  • the overlap time between the east-west turn lane and the north-south straight lane control phase is T cd_2 .
  • the overlap duration of the control direction of the north-south straight lane and the east-west straight lane is T cd_1 .
  • the overlap duration of the control phase of the east-west straight lane and the control phase of the north-south turn lane is T cd_4 .
  • T cd_1 , T cd_2 , T cd_2 and T cd_4 may all be equal or partially equal or unequal to each other.
  • the lane segment defined between the intersection safety line of the entrance lane xi and the parking line can form an entrance guiding area, this provides a certain space basis for the pre-acceleration of the vehicle through the intersection, and controls the vehicle to enter the intersection.
  • the speed i.e., the speed at which the vehicle exits the entrance guide
  • the vehicle's driving state in the entrance guide provide a basis for increasing the vehicle traffic efficiency at the intersection.
  • the Nxi horizontal ground traffic signal group can divide the entrance guiding area into a plurality of lane segments, and use the optical signals emitted by the Nxi horizontal ground traffic signal groups to make the driving state of the vehicle in the entrance guiding area and the vehicle exiting the entrance guiding area.
  • the ground type traffic signal light group is more convenient for the driver to recognize the corresponding traffic control signal, thereby further improving the vehicle traffic safety controllability at the plane intersection.
  • the ground type traffic signal light group is more convenient for the driver to recognize the corresponding traffic control signal, thereby further improving the vehicle traffic safety controllability at the plane intersection.
  • by flexibly controlling the starting moments of the A1 optical signal or the A2 optical signal or the A3 optical signal for each horizontal ground traffic signal group in the Nxi horizontal ground traffic signal group it is advantageous to realize the passage of the vehicle through the intersection. More precise control of time and speed, which in turn helps to further improve vehicle traffic safety controllability at the intersection.
  • a class A2 optical signal is sequentially issued to the ground traffic signal light group from the horizontal ground traffic signal light group qxi, wherein the lateral ground traffic signal light group of the Nxi horizontal ground traffic signal light group is closer to the horizontal ground traffic signal light group qxi, The earlier the starting time of the A2 optical signal is issued, it can be considered that each horizontal ground traffic signal light group in the Nxi horizontal ground traffic signal group starts to emit the A2 optical signal in a certain order, which is the vehicle.
  • the driven Nxi horizontal ground traffic signal light groups sequentially emit A2 type optical signals from the horizontal ground traffic signal light group qxi, and can exhibit a uniform speed guiding speed or a variable speed guiding speed.
  • the shifting guiding speed may be a uniform acceleration guiding speed (wherein the uniform acceleration guiding speed may be divided into a uniform acceleration guiding speed in which the initial speed is zero and a uniform acceleration guiding speed in which the initial speed is not zero) or a non-uniform acceleration guiding speed.
  • the driven Nxi horizontal ground traffic signal light groups sequentially emit an A2 light signal from the horizontal ground traffic signal light group qxi to exhibit a uniform speed
  • the horizontal direction in the Nxi horizontal ground traffic signal group The start time of the ground traffic signal group i to emit the A2 optical signal, and the interval time of the start time of the A2 optical signal relative to the horizontal ground traffic signal group qxi is expressed as T ⁇ g_i_qxi , where
  • the Axi horizontal ground traffic signal group is presented by sequentially emitting the A2 type optical signal from the horizontal ground traffic signal light group qxi and exhibiting the uniform acceleration guiding speed of the initial velocity of 0.
  • the start time of the horizontal ground traffic signal group i in the A2 class light signal is expressed as T ⁇ g_i_qxi with respect to the start time of the A2 class light signal from the lateral ground traffic signal group qxi , wherein
  • the general expression formula when the initial velocity v 0 of the uniform acceleration guiding speed is greater than 0 may be:
  • T cd — xi represents an overlap duration corresponding to the entrance lane xi
  • T cd — xi is also equal to an interval duration of the start time of the A2 optical signal between the horizontal ground traffic signal group pxi and the horizontal ground traffic signal group qxi.
  • the L YD_xi entrance lane represents the distance between the stop line and the intersection xi safety line (i.e., the length of the entrance lane of the inlet guide region xi), said L YD_xi traffic signal is also equal to the lateral surface of pxi group lateral ground traffic light group qxi The spacing between them.
  • L i_qxi ground traffic light showing lateral distance between the group i and traffic lights set laterally side qxi, L i_qxi is also equal to the lateral spacing between the ground and the parking traffic signal line group i xi of the entrance lane.
  • the horizontal ground traffic signal light group i is any one of the horizontal ground traffic signal light groups of the Nxi horizontal ground traffic signal light groups.
  • the values of L YD_xi and/or T cd_xi may be fixed or may vary with environmental changes.
  • the speed of the first car entering the intersection after the stop line of the entrance lane xi is preferably in a safe range, for example, a speed of 15 km or 20 km is a safer range. If the driving speed of the first car is within the safe range, then the first car can usually brake in the event of a sudden intersection, which helps to reduce the probability of intersection accidents.
  • the guiding speed of the A2 type optical signal emitted by the Nxi horizontal ground traffic signal group is used to guide the driving speed of the first vehicle into the intersection to a safe range, then the intersection Security is more secure.
  • the length of time it takes for a normal vehicle to start from acceleration to acceleration to speed is The reference basis
  • the distance required for a normal vehicle from start-up to acceleration to safe speed is The basis of the reference.
  • An initial value indicating the overlap duration of the entrance lane xi A pseudo initial value indicating the length of the entrance guide area of the entrance lane xi.
  • L YD_xi can be equal to
  • T cd_xi can be equal to Or for the case where the values of L YD_xi and/or T cd_xi may vary with the environment,
  • the ⁇ 1 is a first safety factor
  • the ⁇ 2 is a second safety factor.
  • the safety factor corresponding to the current environmental factors can be selected, and then based on (or And the currently selected safety factor to get the value of the currently used T cd_xi (or L YD_xi ).
  • the value of ⁇ 1 (or ⁇ 2) can be equal to 1, and the value of ⁇ 1 (or ⁇ 2) can also be greater than 1 or less than 1.
  • the value of ⁇ 1 (or ⁇ 2) can be determined, for example, by reference to environmental factors such as weather, light intensity, slope, and/or intersection complexity. For example, when it is sunny, the value of ⁇ 1 (or 1/ ⁇ 2) can be equal to 1 or close to 1 (for example, 1.1, 1.05 or other values), and when rainy days, ⁇ 1 (or ⁇ 2) takes values (for example, 1.2, 1.3, 1.5, 2) Or other value) is greater than the value of ⁇ 1 (or ⁇ 2) when it is sunny.
  • the value of ⁇ 1 (or ⁇ 2) when the light intensity is good, may be equal to 1 or close to 1 (for example, 1.1 or 1.05 or other values), and the value of ⁇ 1 (or ⁇ 2) when the light intensity is poor (for example, 1.2) , 1.3, 1.5, 2 or other values) is greater than the value of ⁇ 1 when the light intensity is good.
  • the value of ⁇ 1 (or ⁇ 2) may be equal to 1 or close to 1 (for example, 1.1, 1.06 or other values), and the value of ⁇ 1 (or ⁇ 2) when the slope is small (for example, 1.2, 1.3) , 1.5, 1.8, 2 or other values) are greater than the value of ⁇ 1 when the slope is large.
  • the value of ⁇ 1 (or ⁇ 2) is equal to 1 or close to 1 (such as 1.1, 1.04, 1.08 or other values), and the value of ⁇ 1 (or ⁇ 2) when the intersection complexity is large. (such as 1.2, 1.3, 1.5, 1.7, 1.9, 1.8, 2 or other values) is greater than the value of ⁇ 1 (or ⁇ 2) when the slope is small.
  • ⁇ 1 (or ⁇ 2)
  • the value of ⁇ 1 (or ⁇ 2) may also be determined with reference to one or more other factors affecting security.
  • Specific reference to which factors affect safety, how to determine the value of ⁇ 1 (or ⁇ 2) with reference to various factors affecting safety, can be selected according to specific scene needs, and is not particularly limited herein.
  • the parking line position corresponding to the busy time period may be preset (for example, this time period L YD_xi is 10 meters or other values), the parking line position corresponding to the semi-busy time period (such time period L YD_xi is 8 meters), and the parking line corresponding to the idle time period Location (for example, this time period L YD_xi is 6 meters) and so on.
  • 7:30 ⁇ 9:30 and 17:30 ⁇ 20:00 can be designated as busy hours, 0:00 ⁇ 6:00 is designated as idle time, and other time periods are designated as semi-busy time, of course, different
  • the application scenario may also have other time zone division methods, which are not exemplified here.
  • L YD_xi there may be a corresponding relationship between the traffic flow and the parking line position, that is, there may be a corresponding relationship between the different time periods and the length of the inlet guiding area L YD_xi .
  • L YD_xi when the traffic volume at the intersection is greater than 100 vehicles per minute, L YD_xi is 10 meters or other value.
  • the length of the inlet guide zone L YD_xi is 8 meters or other values.
  • the length of the inlet guide zone L YD_xi is 6 meters or other values, and so on.
  • the size of the plane intersection may also have a corresponding relationship with the corresponding overlap time and the length of the entrance guide area, for example, a relatively large plane intersection, the overlap time and the length of the entrance guide area may be relatively large.
  • the overlap time and the length of the inlet guide zone can be relatively small.
  • the control phase includes clearing the phase
  • some traffic regulations currently stipulate that the duration of the clear phase (the red hour of the intersection) is fixed to 2 seconds, considering that the emptying lengths of different lanes of different plane intersections may be different, the same
  • the emptying lengths of different lanes at a flat intersection may also vary, and clearing the phase duration to a specific value is not necessarily the most scientific. Therefore, it can be considered to obtain the corresponding empty phase time length T qk according to the emptying length of the lane. E.g Or when Greater than or equal to 2 seconds And when T qk_xi takes 2 seconds when it is less than 2 seconds.
  • T qk_xi represents the empty phase duration of the entrance lane xi.
  • L qk_xi represents the emptying length corresponding to the entrance lane xi (L qk_xi is equal to the length of the entrance guide area of the entrance lane xi + the length of the intersection corresponding to the entrance lane xi).
  • V' lk_xi is, for example, equal to the minimum speed limit V lk — min or the desired speed V lk — q of the plane intersection to which the entrance lane xi belongs.
  • V' lk_xi may be equal to V lk — min * ⁇ 3 or V lk — q * ⁇ 3
  • the value of the third safety factor ⁇ 3 may be equal to 1 or greater than 1 or less than 1.
  • the value of ⁇ 3 can be determined, for example, by reference to environmental factors such as weather, light intensity, slope, and/or intersection complexity.
  • the specific value of ⁇ 3 can refer to the specific value of ⁇ 1.
  • the T qk_xi obtained based on the above-mentioned example may not be a fixed time of 2 seconds, and T qk_xi may be adaptively changed according to the specific intersection conditions, which is beneficial to better ensure that the vehicle does not collide at the intersection, thereby facilitating further improvement.
  • the safety of intersections may not be a fixed time of 2 seconds, and T qk_xi may be adaptively changed according to the specific intersection conditions, which is beneficial to better ensure that the vehicle does not collide at the intersection, thereby facilitating further improvement. The safety of intersections.
  • the method further includes: ending the control phase of the entrance lane xi
  • the Nxi horizontal ground traffic signal groups are driven to simultaneously emit an A1 type optical signal.
  • driving the Nxi horizontal ground traffic signal groups to simultaneously emit the A1 type optical signal when the phase of the phase is left at the end of the control phase of the entrance lane xi.
  • driving the Nxi horizontal ground traffic signal light groups to sequentially emit the A1 optical signal from the horizontal ground traffic signal group qxi, when the phase of the phase is left at the end of the control phase of the entrance lane xi.
  • the start time of the A1 optical signal is later than the start time of the A1 optical signal from any other horizontal ground traffic signal light group in the Nxi horizontal ground traffic signal group.
  • the interval between the lateral ground traffic signal group pxi and the lateral ground traffic signal group qxi emitting the A1 type optical signal is equal to the entrance guide clearing time of the entrance lane xi.
  • the entrance guide area clearing duration of the entrance lane xi is represented as T YD_qk_xi ,
  • V' YD_qk_xi may be equal to V lk_max or V lk_min or V lk_q
  • V lk — max represents the highest speed limit of the plane intersection
  • V lk — min represents the minimum speed limit of the plane intersection
  • V lk — q represents Describe the desired speed of the intersection.
  • the entry guide area clearing time length T YD — qk — xi is, for example, less than the overlap time length T cd —xi .
  • V lk_min is less than V lk_max .
  • V lk_q range space is greater than or equal to V lk_min and less than or equal to V lk_max any real number, i.e., greater than or equal to the V lk_q V lk_min and less than or equal to V lk_max.
  • the horizontal direction in the Nxi horizontal ground traffic signal light group The start time of the ground traffic signal group i to emit the A1 optical signal, and the interval time of the start time of the A1 optical signal with respect to the horizontal ground traffic signal group qxi is expressed as T ⁇ r_i_qxi , wherein L i_qxi represents the distance of the lateral ground traffic signal group i relative to the lateral ground traffic signal group qxi, and the horizontal ground traffic signal group i is any one of the Nxi horizontal ground traffic signal groups. group.
  • the method further includes:
  • the ground traffic signal group qxi starts to sequentially emit the A3 type optical signal, wherein the lateral ground traffic signal group of the Nxi horizontal ground traffic signal group that is closer to the horizontal ground traffic signal group qxi emits the A3 optical signal.
  • the start time of the horizontal ground traffic signal group pxi emitting the A3 light signal, and the A3 light signal is emitted later than any other horizontal ground traffic light group in the Nxi horizontal ground traffic light group.
  • the starting moment. For example, the interval between the lateral ground traffic signal group pxi and the lateral ground traffic signal group qxi emitting an A3 light signal is equal to the entrance guide emptying time of the entrance lane xi.
  • the execution body of the above method may be a signal light driving control device such as a signal machine or an array driver.
  • the signal machine mentioned in the embodiments of the present application may also be referred to as a program-controlled switch, a traffic control signal, a traffic signal, an intersection signal, an intersection traffic signal, or an intersection traffic control signal.
  • the signal or array driver can drive the intersection traffic light array operation by outputting a drive signal to the intersection traffic light array.
  • each horizontal ground traffic signal group can operate under the control of the signal.
  • each horizontal ground traffic signal group can operate under the control of an array driver connected to the signal.
  • the start and end time of the control phase of the entrance lane (for example, the start and end time of the traffic phase, the start and end time of the excessive phase, or the start and end time of the forbidden phase, etc.) is determined by the signal, the start and end times of these phases can be recorded in the signal.
  • the phase timing table maintained by the machine therefore, the signal can know the start and end time of the control phase of each entrance lane, that is, the signal can know when the time is the control phase from the entrance lane xi At the end of an intersection conflict control phase, there is an overlap time T cd_xi .
  • the array driver can learn directly or indirectly from the signal or (or other device connected to the signal or controlled by the signal) what time is the previous intersection conflict control phase of the control phase from the entrance lane xi At the end of the overlap time T cd_xi .
  • the array driver can learn when the time is the control from the entrance lane xi based on a countdown signal from the signal (or other device connected to the signal or controlled by the signal) for the transit phase or the forbidden phase.
  • T cd_xi there is an overlap time T cd_xi .
  • the time interval is equal to the overlap duration, and thus, the vehicle on the entrance lane xi is in the Nxi horizontal ground traffic.
  • a phase period of the entire plane intersection is the control phase of all the intersection conflict lanes of the plane intersection (for example, the north-south straight lane, the north-south left lane, the east-west straight lane, and the east-west turn lane control phase ) Cycle for a week.
  • the control phase of each group of conflict lanes can be set as shown in Figure 5-b.
  • the control right phase of the north-south turn lane includes a pass phase (for example, a green light phase) of 25 seconds, a transition phase (for example, a yellow light phase) of 3 seconds, and a clear phase (an intersection red light period) of about 2 seconds.
  • the corresponding effective transit time can be equal to the transit phase of 25 seconds - 2 seconds (2 seconds subtracted can be considered as driver response time + vehicle start-up time, etc., can be called transit phase loss duration) + available
  • the transition phase duration is about 1 second (assuming a transition phase duration of 3 seconds includes: the available transition phase duration is about 1 second + the unusable transition phase duration is about 2 seconds), for a total of about 24 seconds.
  • the total loss time of a single control phase (which can be called the conversion loss duration of the control phase) is equal to the unusable transition phase duration of about 2 seconds + the clear phase 2 seconds + the transit phase loss duration is about 2 seconds, that is, the total loss time total It takes about 6 seconds.
  • the overlapping duration of the intersection conflict control phase (ie, the pre-acceleration duration) is 8 seconds.
  • the spacing between the parking line and the intersection safety line is adapted to the overlap duration, and thus the control phase of the intersection conflict lane (for example, the north-south straight lane and the east-west straight lane) overlaps for 8 seconds.
  • the various phases of each group of intersection conflict lanes set in an overlapping manner can be illustrated by way of example in Figures 5-c and 5-d.
  • the duration of the control phase of the four groups of intersection lanes which are north-south straight lane, north-south left lane, east-west straight lane and east-west turn lane, is fixed at 30 seconds.
  • the total phase period of the entire plane intersection is shortened from 120 seconds to 96 seconds.
  • the phase period of the planar crossroad can use a relatively short period of the total duration, which is beneficial for solving the plane cross.
  • the usual method is to set the total duration of the phase period of the plane intersection to be very long.
  • the total length of a single phase cycle at some flat crossroads is as long as 240 seconds, which makes the red lights of pedestrians and vehicles very long. This kind of red light sometimes challenges people tolerate the limits and leads to widespread acceptance. Rickets.
  • the overlap duration (i.e., pre-acceleration duration) of the temporally adjacent intersection conflict control weight is 8 seconds.
  • the overlap duration may of course be other durations, such as 1 second, 2 seconds, 3.5 seconds, 5 seconds or 6 seconds, 8 seconds, 9 seconds, 10 seconds, or other durations less than the corresponding control phase duration.
  • the corresponding embodiment can be deduced by analogy.
  • the examples shown in Figure 5-c and Figure 5-d illustrate the control phase including the transit phase, the transition phase, and the clear phase.
  • the control phase may also be the other components exemplified in Figure 2-c.
  • the control phase may include the transit phase and the clear phase, but does not include the transition phase.
  • a corresponding embodiment in which the phase of the control is in other forms can be deduced.
  • the implementation of the solution of the embodiment of the present application can relatively increase the effective transit time on the premise that the total duration of the phase period of the entire plane intersection is fixed, or can also be constant in the duration of the single control phase. Reduce the total length of the phase period of the entire plane intersection.
  • the technical solution of the embodiment of the present application can not only greatly reduce the total phase period duration of the entire plane intersection, but also reduce the total length of the phase loss of the entire plane cross section by adopting a conventional scheme of reducing the total length of the phase of the phase of the control phase.
  • the red light waiting time is shortened, which helps to reduce fuel consumption and exhaust emissions.
  • the engineering modification of implementing the solution of the embodiment of the present application is relatively easy, and the original traffic facilities can be basically retained.
  • the original camera sensing and the like can basically continue to be used.
  • the main purpose is to adjust the starting and ending time of each group of intersection conflict control right phase, and to move back the parking line set in the intersection safety line position (for example, the setting position of the horizontal ground traffic signal group pxi) in the prior art, so that the intersection safety line and The parking line (for example, the setting position of the lateral ground traffic signal group qxi) is separated in the spatial position, and the area between the parking line and the intersection safety line forms an entrance guiding area.
  • the vehicle since the parking line is relatively far away from the crosswalk, the vehicle basically does not have to worry about pedestrians suddenly rushing out from the crosswalk when starting the vehicle. When the pedestrian crosses the road, there is basically no need to worry about the vehicle with the red light colliding, which is achieved to a certain extent. The separation of people and vehicles does not interfere with each other.
  • the total phase period of the plane intersection is usually very long, the waiting time is also very long, and the duration of the single control phase is also long.
  • the distance between the two plane intersections is relatively close, it is easy to cause the vehicle to stay in the intersection, which will affect the vehicle passing through the intersection of the corresponding next control right phase, resulting in congestion, commonly known as green light.
  • green light Most of the traffic jams on rainy and foggy days are also caused by this reason.
  • it is advantageous to reduce the green light phenomenon because it is advantageous to shorten the total phase period of the plane intersection.
  • the total time period of the phase intersection of the plane intersection is greatly shortened, which can reduce the number of bus vehicles released in a single phase cycle, which is beneficial to reduce the bus train phenomenon of the bus station.
  • an embodiment of the present invention further provides an intersection traffic signal driving system, where the intersection traffic signal driving system includes an intersection traffic signal array 620 and an array driver 610 for driving the intersection traffic signal array.
  • An intersection traffic light array 620 is coupled to the array driver 610 (eg, a wired connection or a wireless connection).
  • the intersection traffic signal array 620 can be, for example, any one of the intersection traffic signal arrays provided in the foregoing embodiments.
  • Figure 6-b illustrates some possible connections of a signal, array driver, and intersection traffic light array.
  • each horizontal ground traffic signal group can operate under the drive control of the array driver.
  • the array driver can output a control signal or a power supply signal directly or indirectly to the intersection traffic light array (the control signal or the power supply signal can also be regarded as Some specific manifestations of the drive signal) to drive the intersection traffic light array work.
  • the array driver can drive the corresponding horizontal ground traffic signal group to emit A1 by outputting a driving signal (for example, a first driving signal, a second driving signal, or a third driving signal) to the horizontal ground traffic signal light group in the intersection traffic light array.
  • a driving signal for example, a first driving signal, a second driving signal, or a third driving signal
  • the signal can provide some relevant signals to the array driver 610, for example, the signal can provide the array driver 610 with a pass phase of the lane or a countdown signal of the forbidden phase, etc., or the signal can send a trigger to the array driver 610.
  • the signal, the trigger signal may, for example, indicate that the current time is the last intersection of the control phase of the entrance lane xi, and the phase of the control phase ends with the overlap time T cd_xi .
  • the signal machine can also transmit a profile or the like in which the overlap duration T cd_xi is recorded to the array driver 610.
  • the disclosed apparatus may be implemented in other ways.
  • the device embodiments described above are merely illustrative.
  • the division of the unit is only a logical function division.
  • multiple units or components may be combined or may be Integration into another system, or some features can be ignored or not executed.
  • the mutual coupling or direct coupling or communication connection shown or discussed may be an indirect coupling or communication connection through some interface, device or unit, and may be electrical or otherwise.
  • the units described as separate components may or may not be physically separated, and the components displayed as units may or may not be physical units, that is, may be located in one place, or may be distributed to multiple network units. Some or all of the units may be selected according to actual needs to achieve the purpose of the solution of the embodiment.
  • the integrated unit if implemented in the form of a software functional unit and sold or used as a standalone product, may be stored in a computer readable storage medium.
  • a computer readable storage medium A number of instructions are included to cause a computer device (which may be a personal computer, server or network device, etc.) to perform all or part of the steps of the methods described in various embodiments of the present application.
  • the foregoing storage medium includes: U disk, mobile hard disk, magnetic disk, optical disk, read-only memory (ROM), or random access memory (RAM), and other media that can store program codes.

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Abstract

一种路口交通信号灯驱动系统，该路口交通信号灯驱动系统包括路口交通信号灯阵列（620）和用于驱动该路口交通信号灯阵列（620）的阵列驱动器（610），其中，路口交通信号灯阵列（620）与阵列驱动器（610）连接，路口交通信号灯阵列（620）包括Nxi个横向地面交通信号灯组；Nxi个横向地面交通信号灯组包括设置于平面交叉路口的入口车道xi的路口安全线位置的横向地面交通信号灯组pxi，Nxi个横向地面交通信号灯组还包括设置于入口车道xi的停车线位置的横向地面交通信号灯组qxi；Nxi个横向地面交通信号灯组中的每个横向地面交通信号灯组包括至少1个信号灯。该系统有利于协助提高平面交叉路口的车辆通行效率和安全可控性。

Description

智能电子警察的路口交通信号灯驱动系统 技术领域
本申请涉及交通电子技术领域，具体主要涉及了路口交通信号灯驱动系统，所述路口交通信号灯驱动系统可应用于智能电子警察或其它相关系统。
背景技术
当前，随着城市化进程的加快及人们生活水平的提高，很多大城市的机动车保有量呈逐年增长的趋势，进而造成越来越严重的交通拥堵问题。
城市交通拥堵已经对人们日常出行造成一定的影响，甚至在一定程度上制约了经济的发展。因此如何“治堵”成为了很多工程技术人员当下研究的热门课题。例如，如何提高平面交叉路口的车辆通行效率和安全可控性就是一个非常值得研究的技术课题。
发明内容
本申请实施例提供了一种路口交通信号灯驱动系统，所述路口交通信号灯驱动系统可应用于智能电子警察或其它相关系统。
本申请第一方面提供一种路口交通信号灯驱动系统，所述路口交通信号灯驱动系统包括路口交通信号灯阵列和用于驱动所述路口交通信号灯阵列的阵列驱动器，所述路口交通信号灯阵列与所述阵列驱动器连接，所述路口交通信号灯阵列包括Nxi个横向地面交通信号灯组；所述Nxi个横向地面交通信号灯组包括设置于平面交叉路口的入口车道xi的路口安全线位置的横向地面交通信号灯组pxi，所述Nxi个横向地面交通信号灯组还包括设置于所述入口车道xi的停车线位置的横向地面交通信号灯组qxi；
其中，所述Nxi为大于1的整数；其中，所述Nxi个横向地面交通信号灯组中的每个横向地面交通信号灯组包括至少1个信号灯；其中，横向地面交通信号灯组i之中的部分或全部信号灯具有无线式驱动信号输入端口和/或有线式驱动信号输入端口；所述横向地面交通信号灯组i为所述Nxi个横向地面交通信号灯组之中的其中一个横向地面交通信号灯组或任意一个横向地面交通信号灯组。
其中，所述Nxi个横向地面交通信号灯组中的任意两个相邻横向地面交通信号灯组之间的间距相等或部分相等或互不相等。例如所述Nxi个横向地面交通信号灯组中，距离所述横向地面交通信号灯组pxi越远的两个相邻横向地面交通信号灯组之间的间距越小(即在入口车道xi的行驶方向上，所述Nxi个横向地面交通信号灯组中的两个相邻横向地面交通信号灯组之间的间距逐渐增大)，或者所述Nxi个横向地面交通信号灯组中，距离所述横向地面交通信号灯组pxi越远的两个相邻横向地面交通信号灯组之间的间距越小(即在入口车道xi的行驶方向上，所述Nxi个横向地面交通信号灯组中的两个相邻横向地面交通信号灯组之间的间距逐渐减小)。当然所述Nxi个横向地面交通信号灯组两个相邻横向地面交通信号灯组之间的间距也可能是随意变化的或是其它的变化规律，而不一定呈现出上述举例的沿某方向逐渐减小或逐渐增大的变化规律。
所述路口交通信号灯阵列中的Nxi个横向地面交通信号灯组可与信号灯驱动控制设备连接。
结合第一方面，在第一方面的第一种可能的实施方式中，所述横向地面交通信号灯组i之中的信号灯ia能够在第一驱动信号的驱动下发出禁止通行光信号，且所述信号灯ia还能够在第二驱动信号的驱动下发出允许通行光信号；或者，所述横向地面交通信号灯组i之中的信号灯ia能够在第一驱动信号的驱动下发出禁止通行光信号，且所述信号灯ia还能够在第二驱动信号的驱动下发出允许通行光信号，且所述信号灯ia还能够在第三驱动信号的驱动下发出警示通行光信号；
其中，所述禁止通行光信号为用于指示禁止车辆通行的光信号，所述允许通行光信号为用于指示允许车辆通行的光信号，所述警示通行光信号为用于指示警示车辆通行的光信号；其中，所述信号灯ia为所述横向地面交通信号灯组i中的其中一个信号灯或任意一个信号灯。
结合第一方面，在第一方面的第二种可能的实施方式中，所述横向地面交通信号灯组i之中的i1个信号灯为能够发出禁止通行光信号的信号灯，并且所述横向地面交通信号灯组i之中的i2个信号灯为能够发出允许通行光信号的信号灯；
或者，所述横向地面交通信号灯组i之中的i1个信号灯为能够发出禁止通行光信号的信号灯，并且所述横向地面交通信号灯组i之中的i2个信号灯为能够发出允许通行光信号的信号灯，并且所述横向地面交通信号灯组i之中的i3个信号灯为能够发出警示通行光信号的信号灯；
其中，所述i1、所述i2和所述i3为大于1的整数。
结合第一方面或第一方面的第一种可能的实施方式或第一方面的第二种可能的实施方式，在第一方面的第三种可能的实施方式中，所述横向地面交通信号灯组i的信号灯ia能够发出禁止通行光信号，所述横向地面交通信号灯组i之中的信号灯ib能够发出允许通行光信号；所述信号灯ia和所述信号灯ib为所述横向地面交通信号灯组i之中的其中两个位置相邻的信号灯，或者所述信号灯ia和信号灯ib为所述横向地面交通信号灯组i之中的任意两个位置相邻的信号灯；
或者，所述横向地面交通信号灯组i之中的信号灯ia能够发出禁止通行光信号，所述横向地面交通信号灯组i之中的信号灯ib能够发出允许通行光信号，所述横向地面交通信号灯组i之中的信号灯ic能够发出警示通行光信号；所述信号灯ia、所述信号灯ib和所述信号灯ic为所述横向地面交通信号灯组i之中的其中三个位置相邻的信号灯，或者所述信号灯ia、所述信号灯ib和所述信号灯ic为所述横向地面交通信号灯组i之中的任意三个位置相邻的信号灯。
可选的，所述禁止通行光信号可为用于指示禁止车辆通行的光信号。所述允许通行光信号可为用于指示允许车辆通行的光信号。所述警示通行光信号可为用于指示警示车辆通行的光信号。
结合第一方面的第一种可能的实施方式或第一方面的第二种可能的实施方式或第一方面的第三种可能的实施方式，在第一方面的第四种可能的实施方式中，所述禁止通行光信号为红色光信号、所述允许通行光信号为绿色光信号和/或所述警示通行光信号为黄色光信号。
结合第一方面或第一方面的第一种至第四种可能的实施方式中的任意一种可能实施方式，在第一方面的第五种可能的实施方式中，所述Nxi个横向地面交通信号灯组还包括设置于所述入口车道xi上的所述路口安全线和所述停车线之间的Nxi-2个横向地面交通信号灯组，所述Nxi为大于2的整数。
结合第一方面或者第一方面的第一种至第五种可能的实施方式中的任意一种可能实施方式，在第一方面的第六种可能的实施方式中，所述横向地面交通信号灯组i之中的部分或全部信号灯的灯体被部分或全部掩埋于路面之下，或者所述横向地面交通信号灯组i之中的部分或全部信号灯的灯体被贴装于路面 表面。
结合第一方面或者第一方面的第一种至第六种可能的实施方式中的任意一种可能实施方式，在第一方面的第七种可能的实施方式中，所述横向地面交通信号灯组i之中的部分或全部信号灯为道钉或灯带或石墨烯信号灯。
结合第一方面或者第一方面的第一种至第七种可能的实施方式中的任意一种可能实施方式，在第一方面的第八种可能的实施方式中，所述横向地面交通信号灯组i之中的信号灯ia包括：V个灯珠、用于驱动所述V个灯珠工作的电路板和用于容纳所述V个灯珠和所述电路板的壳体，所述电路板具有有线式驱动信号输入端口和/或无线式驱动信号输入端口。所述V个灯珠包括：能够发出禁止通行光信号的v1个灯珠、能够发出允许通行光信号的v2个灯珠和/或能够发出A3类光信号的v3个灯珠，所述v1、所述v2和所述v3为大于1或等于1的正整数。
结合第一方面或者第一方面的第一种至第八种可能的实施方式中的任意一种可能实施方式，在第一方面的第九种可能的实施方式中，所述Nxi个横向地面交通信号灯组之中的其中两个横向地面交通信号灯组能够在不同起始时刻开始发出禁止通行光信号或允许通行光信号或警示通行光信号，或所述Nxi个横向地面交通信号灯组中的任意两个横向地面交通信号灯组能够在不同起始时刻开始发出禁止通行光信号或者允许通行光信号或者警示通行光信号；或所述Nxi个横向地面交通信号灯组中的任意两个横向地面交通信号灯组能够在相同起始时刻开始发出禁止通行光信号或者允许通行光信号或者警示通行光信号；或所述Nxi个横向地面交通信号灯组中的任意两个横向地面交通信号灯组能够在相同起始时刻开始发出禁止通行光信号或者允许通行光信号或者警示通行光信号。
可选的，在本申请一些可能实施方式中，所述Nxi个横向地面交通信号灯组中的距离所述横向地面交通信号灯组qxi越近的横向地面交通信号灯组发出禁止通行光信号(或允许通行光信号或警示通行光信号)的起始时刻越早。所述横向地面交通信号灯组pxi发出禁止通行光信号的起始时刻，晚于所述Nxi个横向地面交通信号灯组中的其它任意一个横向地面交通信号灯组发出禁止通行光信号(或允许通行光信号或警示通行光信号)的起始时刻。
举例来说，所述Nxi个横向地面交通信号灯组包括横向地面交通信号灯组j1、横向地面交通信号灯组j2和横向地面交通信号灯组j3。所述横向地面交通信号灯组j1、所述横向地面交通信号灯组j2和所述横向地面交通信号灯组j3为所述所述Nxi个横向地面交通信号灯组之中的位置相邻的3个(如其中3个或任意3个)横向地面交通信号灯组。其中，所述横向地面交通信号灯组j2与所述入口车道xi的停车线之间的间距大于，所述横向地面交通信号灯组j1与所述入口车道xi的停车线之间的间距。其中，所述横向地面交通信号灯组j2与所述入口车道xi的停车线之间的间距，小于所述横向地面交通信号灯组j3与所述入口车道xi的停车线之间的间距。
可以理解，所述横向地面交通信号灯组j1可能就是横向地面交通信号灯组qxi，也可能是设置于所述入口车道xi上的所述路口安全线和所述停车线之间的横向地面交通信号灯组。横向地面交通信号灯组j3可能就是横向地面交通信号灯组pxi，也可能是设置于所述入口车道xi上的所述路口安全线和所述停车线之间的横向地面交通信号灯组。
可选的，在本申请的一些可能的实施方式中，所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j1之间的间距，除以所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j1发出允许通 行光信号(或禁止通行光信号或警示通行光信号)的起始时刻的时间差而得到的商Vj1_j2，例如可小于或者等于所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j3之间的间距，除以所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j3发出允许通行光信号(或禁止通行光信号或者警示通行光信号)的起始时刻的时间差而得到的商Vj2_j3。
可以看出，在本申请实施例的提供的一种路口交通信号灯驱动系统包括路口交通信号灯阵列和用于驱动所述路口交通信号灯阵列的阵列驱动器，所述路口交通信号灯阵列与所述阵列驱动器连接，路口交通信号灯阵列包括Nxi个横向地面交通信号灯组；其中，Nxi个横向地面交通信号灯组包括：设置在平面交叉路口的入口车道xi的路口安全线位置的横向地面交通信号灯组pxi、设置在入口车道xi的停车线位置的横向地面交通信号灯组qxi。由于入口车道xi的路口安全线与停车线之间划定的车道段可形成入口引导区(入口引导区可看成车辆预加速区)，这为车辆通过路口的预先加速提供一定空间基础，且Nxi个横向地面交通信号灯组为控制车辆驶入路口的速度(其中，车辆驶入路口的速度也可看作车辆驶出入口引导区的速度)和车辆在入口引导区的行驶状态提供了一定的硬件基础，进而使得提高平面交叉路口的车辆通行效率变得有了一定基础。具体来说，Nxi个横向地面交通信号灯组可以将入口引导区划分为若干个入口车道段，利用Nxi个横向地面交通信号灯组所发出的光信号，可使得对车辆在入口引导区的行驶状态和车辆驶入路口的速度进行较精确控制变得有了可能，进而有利于提高平面交叉路口的车辆通行的安全可控性，并且地面式的交通信号灯组更便于驾驶员识别出相应交通控制信号，进而有利于进一步提高平面交叉路口的车辆通行安全可控性。
附图说明
为了更为清楚地说明本申请实施例中的技术方案，下面将对实施例中所需要使用的附图作简单地介绍，显而易见地，下面描述中的附图仅是本申请的一些实施例，对于本领域普通技术人员来讲，在不付出创造性劳动的前提下，还可以根据这些附图获得其他的附图。
图1-a～图1-b为本申请实施例提供的两种平面交叉路口的布局示意图；
图1-c为本申请实施例提供的平面交叉路口一些车道上车流行驶轨迹的示意图；
图2-a～图2-b为本申请实施例提供的几种入口车道的相位周期的示意图；
图2-c为本申请实施例提供的几种控制权相位和非控制权相位的组成方式的示意图；
图3为本申请实施例提供的两种入口道的布局示意图；
图4-a～图4-c为本申请实施例提供的几种路口交通信号灯阵列的布局示意图；
图5-a～图5-d为本申请实施例提供的几种入口车道的相位周期的示意图；
图6-a为本申请实施例提供的一种路口交通信号灯驱动系统的示意图；
图6-b为本申请实施例提供的一种路口交通信号灯系统的示意图。
具体实施方式
本申请实施例提供了路口交通信号灯阵列和路口交通信号灯驱动系统，以期可协助提高平面交叉路口的车辆通行效率和安全可控性，所述路口交通信号灯阵列和路口交通信号灯驱动系统可应用于智能电子警察或其它相关系统。
本申请说明书、权利要求书和附图中出现的术语“包括”和“具有”以及它们任何变形，意图在于覆盖不排他的包含。例如包含了一系列步骤或单元的过程、方法、系统、产品或设备未限定于已列出的步骤或单元，而是可选地还包括没有列出的步骤或单元，或可选地还包括对于这些过程、方法、产品或设备固有的其它步骤或单元。此外术语“第一”、“第二”和“第三”等是用于区别不同对象，而并非用于描述特定的顺序。
下面先对一些相关术语进行举例解释说明。
参见图1-a～图1-b，本申请实施例在平面交叉路口的入口道上设置的停车线和路口安全线的相对位置可如图1-a或图1-b举例所示。其中，图1-a所示平面交叉路口还设置有人行横道，而图1-b所示平面交叉路口没有设置人行横道。当然也可能是平面交叉路口的其中部分车道与路口之间设置有人行横道(此场景在图1-a和图1-b中未示出)。图1-a～图1-b中是以十字形平面交叉路口为例的，然而平面交叉路口也还可能是T字形的平面交叉路口或者是其它形状的平面交叉路口。
其中，平面交叉路口的入口道也可以称之为进口道。平面交叉路口的一条入口道可包括一条或多条入口车道，入口车道也可称为进口车道。平面交叉路口的出口道也可以称之为下游道。平面交叉路口的一条出口道可包括一条或多条出口车道，出口车道也可称为下游车道。本申请实施例的相关附图中主要是以入口道位于相应出口道右侧为例的，而有些国家的入口道也可能是位于相应出口道的左侧，对于这样的情况可依此类推。
其中，若一个入口道包括多条入口车道，那么这多条入口车道的导向可能相同、部分相同或者互不相同。入口车道的导向可分为左转、直行、右转和掉头等。例如，某入口道X包括6条入口车道，假设上述6条入口车道的其中2条入口车道的导向为左转，那么这两条入口车道可称之为入口道X的左转入口车道，左转入口车道可简称左转车道。假设上述6条入口车道中的另外3条入口车道的导向为直行，那么这3条入口车道可称之为入口道X的直行入口车道，直行入口车道可简称直行车道。假设上述6条入口车道中的剩余1条入口车道的导向为右转，那么这1条入口车道可称之为入口道X的右转入口车道，右转入口车道可简称右转车道，以此类推。
举例来说，一个十字形平面交叉路口(例如图1-a～图1-b举例所示)一般可包括4条入口道和4条出口道，每条入口道可包括一条或多条入口车道，每条出口道可包括一条或多条出口车道。T字形平面交叉路口一般包括3条入口道和3条出口道，每条入口道可包括一条或多条入口车道，每条出口道可包括一条或多条出口车道。当然有些平面交叉路口的入口道和出口道的数量也可能不相等，例如某十字形平面交叉路口也可能只包括3条入口道和4条出口道。
在某些情况下，某些入口车道的导向可能是可变化的(即非固定的)，例如在一些时段某入口车道为左转车道，而在另一些时段其可能为直行车道，而这种车道可称之为导向可变车道，其它类似情况以此类推。
某些情况下，某些入口车道的导向可能是多重的，例如某入口车道既可是直行车道，同时其也还可为右转车道。具体例如某入口道最右边的入口车道可能既为直行车道，同时也为右转车道，而这种车道可称之为多重导向车道或复合导向车道，其它类似情况可以此类推。
车道的行驶方向一般是固定的，但在某些情况下，某些车道的行驶方向也可能是可变的(即非固定的)，例如潮汐车道就是一种典型的行驶方向可变的车道，行驶方向可变化的车道也可称之为行驶方向可变车道。车道的行驶方向例如可为东向(即东行)、西向(即西行)、南向(即南行)、北向(即南行)等。例如某入口道的行驶方向为东向，那么该入口道中的左转车道也称之为东向左转车道，有些 场景下东向左转车道也称之为东行左转车道，该入口道中的直行车道也称之为东向直行车道，在有一些场景下，东向直行车道也称之为东行直行车道，依此类推。
本申请实施例中，平面交叉路口的车道(如入口车道、出口车道)的路口安全线是指与路口相邻或交汇的车道边界线，或者是指与人行横道相邻或交汇的车道边界线。其中，入口车道的停车线可以设置在该入口车道的路口安全线位置。或者相对于入口车道的行驶方向，该入口车道的停车线也可设置在该入口车道的路口安全线之后。在传统技术中，入口车道的停车线一般都是设置在该入口车道的路口安全线位置的，即将停车线和路口安全线在空间位置上合二为一。而本申请实施例中，主要以相对于入口车道的行驶方向，该入口车道的停车线设置在该入口车道的路口安全线之后为例来探讨，也就是说本申请实施例方案突破了将停车线设置在入口车道的路口安全线位置的惯性思维，大胆创新的将入口车道的停车线和路口安全线在空间位置上分离，入口车道的停车线相对于该入口车道的路口安全线后移，进而形成了全新的停车线布局方式。其中，入口车道的停车线的设置位置可以是相对固定的，即，入口车道的路口安全线与该入口车道的停车线之间的间距可相对固定，当然，也可以基于环境因素和场景需要等因素对入口车道的停车线的设置位置进行相适应性的调整。
平面交叉路口的各个车道上的车辆可以在交通信号灯的控制之下被允许通行(允许通行可以简称允行)或禁止通行(禁止通行可简称禁行)或警示通行(警示通行可简称为警行)，一般来说，某条入口车道对应的交通信号灯可控制该入口车道上的车辆允许或警行或禁行。其中，控制该入口车道上的车辆放行的相位可以称之为该入口车道的通行相位(通行相位也可称为放行相位或允行相位)，传统技术中由于相应交通信号灯所发出光信号的颜色在通行相位期间是绿色，因此，在传统技术中，通行相位一般也被称为绿灯相位，本申请实施例的技术方案中，在通行相位期间相应交通信号灯所发出光信号的颜色并不限于绿色，而可被拓展为能够用于指示允许车辆通行的任意单一颜色或几种颜色组合，通行相位期间相应交通信号灯所发出光信号的颜色为绿色只是本申请实施例中的一种可选的实施方式而已。控制入口车道上的车辆禁行的相位则可称之为该入口车道的禁行相位，在传统技术中，由于相应交通信号灯所发出光信号的颜色在禁行相位期间是红色，因此传统技术中禁行相位一般也被称之为红灯相位，本申请实施例中在禁行相位期间相应交通信号灯所发出光信号的颜色并不限于红色，而可以被拓展为能够用于指示禁止车辆通行的任意单一颜色或几种颜色组合，禁行相位期间相应交通信号灯所发出光信号的颜色为红色只是本申请实施例中的一种可选实施方式而已。类似的，控制入口车道上的车辆警行的相位可称之为该入口车道的警行相位(警行相位也可称过渡相位)，传统技术中由于相应交通信号灯所发出光信号的颜色在警行相位期间是黄色，因此传统技术中警行相位一般也被称之为黄灯相位，本申请实施例中在警行相位期间相应交通信号灯所发出光信号的颜色并不限于黄色，而可以被拓展为能够用于指示警示车辆通行的任意单一颜色或者颜色组合，警行相位期间相应交通信号灯所发出光信号的颜色为黄色只是本申请实施例中的一种可选实施方式而已。
特别说明一下，某一些交通规范中提到的“相位”一般默认是为通行相位(如绿灯相位)，即某一些交通规范中是将通行相位(如绿灯相位)简称为相位，这些交通规范中甚至不特别关注禁行相位和过渡相位这些概念。本申请实施例的方案中主要旨在对各车道实施相对较为精细化的管理，因此特别区分通行相位、禁行相位和过渡相位这三种不同的相位概念。
一般来说，某条入口车道的连续的通行相位、过渡相位和禁行相位可形成该入口车道的单个相位周期，相邻两个相位周期的总时长可固定(如图2-a中举例所示的入口车道01的相邻两个相位周期的总时长均为60秒)或不固定(如图2-a举例所示的入口车道02的相邻两个相位周期的总时长不等)。同一入口 道的相同导向的两条入口车道的相位周期设置可能相同(如图2-b举例所示的入口道Y的两条左转车道的相位周期相同)或不同。同一入口道的不同导向的两条入口车道的相位周期设置可能相同或不同。有一些场景下，过渡相位甚至可以是没有的，这种情况下，相位周期只包括通行相位和禁行相位，而不包括过渡相位。
下面提出“路口冲突车道”这种概念，路口冲突车道是相对概念，当某两条入口车道互为路口冲突车道，表示这两条入口车道上的车流经过路口的行驶轨迹存在交叉(或称存在交织)，即互为路口冲突车道的任意两条入口车道上的车流经过路口的行驶轨迹存在交叉。如东西向直行车道和南北向直行车道互为路口冲突车道，东西向直行车道和南北向直行车道上的车流经过路口的行驶轨迹存在交叉，例如图1-c举例所示，西行直行车道和南行直行车道上的车流如果同时经过路口，那么，这两股车流在路口将发生冲突。图1-c还举例示出了西行直行车道和北行直行车道也互为路口冲突车道，其他互为路口冲突车道的情况以此类推。本申请实施例中路口冲突车道可以简称冲突车道。
下面提出“路口冲突通行相位”的概念，路口冲突通行相位也是相对概念。简单来说，互为路口冲突车道的两条入口车道的通行相位互为路口冲突通行相位。类似的，互为路口冲突车道的两条入口车道的过渡相位互为路口冲突过渡相位。本申请实施例中，路口冲突通行相位可简称冲突通行相位。路口冲突过渡相位可简称冲突过渡相位。
下面提出“控制权相位”和“非控制权相位”的概念，入口车道的控制权相位用于控制该入口车道上的车流驶过路口，可表示该入口车道上的车流获得了驶过路口的权利。其中，在过渡相位(若存在)或通行相位的末端才驶过某条入口车道的停车线的这些车辆，通常需一定的时间来驶过路口，为了避免这些车辆与从另一条路口冲突车道驶入路口的车辆在路口冲突，因此，一些交通规范中提出通常需给2秒左右的时间以确保在过渡相位(若存在)或通行相位的末端才驶过的停车线的这些车辆可以安全的驶过路口，一些交通规范中将这段用于清空的时间称之为清空相位(其中，清空相位类似于在一些交通规范中所称的路口全红灯时段)。一般来说，在时间轴上，某入口车道的控制权相位+非控制权相位＝该入口车道的通行相位+禁行相位+过渡相位(若存在)。禁行相位可包括清空相位和非清空相位。当然清空相位在某些特殊情况下也可能不是必要的，当清空相位不存在的情况下，禁行相位可以等同于非控制权相位，也就是说，入口车道的非控制权相位是该入口车道的禁行相位的部分或全部。当存在过渡相位和清空相位的情况下，控制权相位可包括通行相位、过渡相位和清空相位。当存在过渡相位而不存在清空相位的情况下，控制权相位包括通行相位和过渡相位。当不存在过渡相位但存在清空相位的情况下，控制权相位包括通行相位和清空相位。当不存在过渡相位和清空相位的情况下，控制权相位可等同于通行相位。例如，图2-c举例示出某条入口车道(如入口车道x05)的控制权相位包括通行相位、过渡相位和清空相位；或某条入口车道(如入口车道x07)的控制权相位可包括通行相位和清空相位；或者某条入口车道(如入口车道x06)的控制权相位包括通行相位和过渡相位；或者某条入口车道(例如入口车道x08)的控制权相位可等同于通行相位。有些交通规范中提到的相位也可能默认为控制权相位，即这些交通规范中可能是将控制权相位简称为相位。
下面提出“路口冲突控制权相位”的概念，路口冲突控制权相位是相对概念，简单来说，互为路口冲突车道的两条入口车道的控制权相位互为路口冲突控制权相位。路口冲突控制权相位可简称冲突控制权相位。
上面对于各种概念(例如“相位”概念)的描述主要是以针对车道为例进行的。而针对车道的某些概念(例如某些“相位”概念)也可应用到针对人行横道的场景中。从广义上来看，人行横道和车道 都可看成是通行道，通行道是用于通行对象通行的道路，通行道包括人行横道和车道(如平面交叉路口的入口车道、出口车道等)等。其中，在通行道上通行的对象称之为通行对象(通行对象可能是行人或车辆等)，将在通行道上通行的对象流称之为通行对象流(简称通行流)。在人行横道上通行的对象可包括行人等，在人行横道上通行的对象流包括行人流等。例如在车道上通行的对象可包括车辆等，在车道上通行的对象流包括车流等。
针对人行横道的场景，也可存在人行横道的通行相位、过渡相位和禁行相位等概念，也可存在人行横道的控制权相位和非控制权相位等概念。人行横道和某些车道之间也可能互为冲突道，因为人行横道上的人流和某车道上的车流的行驶轨迹可能存在交叉。广义上看，当两个通行道(这两个通行道可能都是车道，或者也可能其中一个是车道，而另一个是人行横道)的通行流的行进轨迹存在交叉，那么这两个通行道就可互称之为冲突道，互为冲突道的两个通行道上的通行流在相同时段内通行，那么两个通行道上的通行流可能就发生冲突。若某通行道(如车道或人行横道)的冲突道为车道，则这个冲突道也可称为冲突车道；若某通行道的冲突道为人行横道，则这个冲突道也可称为冲突人行横道。车道和车道之间可能互为冲突道，而车道和人行横道之间也可能互为冲突道。其中，冲突车道和冲突人行横道可统称为冲突道。
为便于简化描述，在本申请方案描述中，禁止通行光信号可简称A1类光信号或禁行光信号，允许通行光信号可简称A2类光信号或允行光信号，警示通行光信号可简称A3类光信号或警行光信号。例如A1类光信号是用于指示禁止相应通行道(如车道或人行横道等)的通行对象(如车辆或行人等)通行的光信号。A2类光信号是用于指示允许相应通行道(如车道或人行横道等)的通行对象(如车辆或行人等)通行的光信号。A3类光信号是用于指示警示相应通行道(如车道或人行横道)的通行对象(如车辆或者行人等)通行的光信号。具体例如，若某车道的交通信号灯发出A1类光信号，那么这个车道的交通信号灯所发出的A1类光信号为用于指示禁止该车道的车辆通行的光信号。若某车道的交通信号灯发出A2类光信号，则该车道的交通信号灯所发出的A2类光信号为用于指示允许该车道的车辆通行的光信号。若某车道的交通信号灯发出A2类光信号，则该车道的交通信号灯所发出的A2类光信号为用于指示警示该车道的车辆通行的光信号。又例如，若某人行横道的交通信号灯发出A1类光信号，那么该人行横道的交通信号灯所发出A1类光信号为用于指示禁止该人行横道的行人通行的光信号，若某人行横道的交通信号灯发出A2类光信号，那么该人行横道的交通信号灯所发出A2类光信号为用于指示允许该人行横道的行人通行的光信号。若某人行横道的交通信号灯发出A2类光信号，那么该人行横道的交通信号灯所发出A2类光信号为用于指示允许该人行横道的行人通行的光信号，其他情况以此类推。
A1类光信号、A2类光信号和A3类光信号的具体呈现形式可能是灵活多变的，可根据具体场景需要来设定。
举例来说，所述A1类光信号可为红色光信号，其中，红色光信号具体可以为闪烁的红色光信号和/或非闪烁的红色光信号。其中，非闪烁的红色光信号可简称为常红光信号，闪烁的红色光信号可简称为红闪光信号。A1类光信号是用于指示禁止通行对象(如车辆或行人等)通行的光信号，因此任何一种能够用于指示禁止通行对象(如车辆或行人等)通行的光信号均可看作是A1类光信号，那么A1类光信号的表现形式并不限于上述举例，例如还可将几种色彩的光信号按照一定的规则组合起来以指示禁止通行对象通行，那么这些表现形式的光信号亦可认为是A1类光信号。
又例如，所述A2类光信号可为绿色光信号，绿色光信号具体可为闪烁的绿色光信号和/或非闪烁的绿色光信号。非闪烁的绿色光信号可简称常绿光信号，闪烁的绿色光信号可简称为绿闪光信号。A2类光 信号是用于指示允许通行对象(如车辆或行人等)通行的光信号，因此，任何一种能够用于指示允许通行对象(如车辆或行人等)通行的光信号均可看作是A2类光信号，那么A2类光信号的表现形式并不限于上述举例，例如还可将几种色彩的光信号按照一定的规则组合起来以指示允许通行对象通行，那么这些表现形式的光信号亦可认为是A2类光信号。
又例如，所述A3类光信号可为黄色光信号，黄色光信号具体可为闪烁的黄色光信号和/或非闪烁的黄色光信号。非闪烁的黄色光信号可简称常黄光信号，闪烁的黄色光信号可简称为黄闪光信号。A3类光信号是用于指示警示通行对象(如车辆或行人等)通行的光信号，因此，任何一种能够用于指示警示通行对象(如车辆或行人等)通行的光信号均可看作是A3类光信号，那么A3类光信号的表现形式并不限于上述举例，例如还可将几种色彩的光信号按照一定的规则组合起来以用于指示警示通行对象通行，那么这些表现形式的光信号亦可认为是A3类光信号。
总的来说，A1类光信号可以存在一种或者多种表现形式，A2类光信号也可以存在一种或多种表现形式，A3类光信号可存在一种或多种表现形式。但由于A1类光信号、A2类光信号和A3类光信号指示作用不同，那么A1类光信号、A2类光信号和A3类光信号的表现形式也互不相同，也即是说，A1类光信号的表现形式集合、A3类光信号的表现形式集合和A2类光信号的表现形式集合之间是没有交集的。
其中，A3类光信号是用于指示警示通行对象(如车辆或行人等)的光信号的，因此，从某种角度上看，A3类光信号可看作是一种过渡信号，指示通行对象在通行与禁行之间过渡。有些情况下如果无需这样的过渡，那么也可能就无需A3类光信号这种过渡信号了。
例如若A1类光信号为红色光信号，则“A1类信号灯”也可称为“红色信号灯”。若A2类光信号为绿色光信号，则“A2类信号灯”也可称为“绿色信号灯”。若A3类光信号为黄色光信号，则“A3类信号灯”也可称为“黄色信号灯”。以此类推。
为便于简化描述方式，本申请的一些方案描述中，能够发出A1类光信号但不能够发出A2类光信号和A3类光信号的信号灯可称为“A1类信号灯”。能够发出A2类光信号但不能够发出A1类光信号和A3类光信号的信号灯可以称为“A2类信号灯”。能够发出A3类光信号但不能够发出A1类光信号和A2类光信号的信号灯可以称为“A3类信号灯”。能够发出A1类光信号和A2类光信号但不能够发出A3类光信号的信号灯可称为“A12类信号灯”。能够发出A1类光信号和A3类光信号但不能够发出A2类光信号的信号灯可称为“A13类信号灯”。能够发出A2类光信号和A3类光信号但不能够发出A1类光信号的信号灯可以称为“A23类信号灯”。特别的，能够发出A1类光信号且能够发出A2类光信号和A3类光信号的信号灯可称为“AA类信号灯”，以此类推。
上面对本申请实施例方案可能涉及到的一些相关概念做了简单介绍。
本申请实施例的一些技术方案中，可以在平面交叉路口的部分或全部入口车道上设置路口交通信号灯阵列。其中，部分或全部入口车道上设置路口交通信号灯阵列的方式可能相同或者类似。下面对路口交通信号灯阵列进行较详细的举例介绍。
本申请实施例提供一种路口交通信号灯阵列，其中，所述路口交通信号灯阵列可以包括Nxi个横向地面交通信号灯组。其中，所述Nxi个横向地面交通信号灯组包括设置于平面交叉路口的入口车道xi的路口安全线位置的横向地面交通信号灯组pxi。所述Nxi个横向地面交通信号灯组还包括设置于所述入口车道xi的停车线位置的横向地面交通信号灯组qxi。
其中，入口车道的路口安全线与停车线之间划定的车道段形成入口引导区，入口引导区也看作是入口引导区。例如，入口车道xi的路口安全线与入口车道xi的停车线之间划定的车道段形成入口车道xi 的入口引导区(入口车道xi的入口引导区)。
其中，所述Nxi个横向地面交通信号灯组中的任意两个地面交通信号灯组包括的信号灯数量可相同或不同。其中，所述Nxi为大于1的整数。所述Nxi个横向地面交通信号灯组中的每个横向地面交通信号灯组包括至少1个信号灯(例如1个或至少2个信号灯)。
举例来说，Nxi例如可等于2、3、5、7、8、10、11、29、36、50、100或其它值。
其中，横向地面交通信号灯组i中的至少1个(例如1个或至少两个)具有无线式驱动信号输入端口和/或有线式驱动信号输入端口。所述横向地面交通信号灯组i为所述Nxi个横向地面交通信号灯组中的其中一个横向地面交通信号灯组或任意一个横向地面交通信号灯组。
其中，所述Nxi个横向地面交通信号灯组中的任意两个相邻横向地面交通信号灯组之间的间距相等或部分相等或互不相等。例如，Nxi个横向地面交通信号灯组中的任意两个相邻横向地面交通信号灯组之间的间距可均为1米、1.5米、2米、2.5米、3米或者其他值。又例如，所述Nxi个横向地面交通信号灯组中，距离所述横向地面交通信号灯组pxi越远的两个相邻横向地面交通信号灯组之间的间距越小(即在入口车道xi的行驶方向上，所述Nxi个横向地面交通信号灯组中的两个相邻横向地面交通信号灯组之间的间距逐渐增大)，或者所述Nxi个横向地面交通信号灯组中，距离所述横向地面交通信号灯组pxi越远的两个相邻横向地面交通信号灯组之间的间距越小(即在入口车道xi的行驶方向上，所述Nxi个横向地面交通信号灯组中的两个相邻横向地面交通信号灯组之间的间距逐渐减小)。当然，所述Nxi个横向地面交通信号灯组两个相邻横向地面交通信号灯组之间的间距也可能是随意变化的或是其它变化规律，而不一定呈现出上述举例的沿某方向逐渐减小或逐渐增大的变化规律。
举例来说，不仅设置于入口引导区的Nxi个横向地面交通信号灯组中的相邻两个横向地面交通信号灯组之间间距可相等，且所述Nxi个横向地面交通信号灯组中的相邻两个横向地面交通信号灯组发出A2类光信号(或A1类光信号或A3类光信号)的起始时刻的间隔也可相等，这种模式可以称“等间距等时模式”。又例如有些场景下，设置于入口引导区的Nxi个横向地面交通信号灯组中的相邻两个横向地面交通信号灯组之间的间距可相等，但是所述Nxi个横向地面交通信号灯组中的相邻两个横向地面交通信号灯组发出A2类光信号(或A1类光信号或A3类光信号)的起始时刻的间隔不等，这种模式可称“等间距不等时模式”。又例如，有一些场景下，设置于入口引导区的Nxi个横向地面交通信号灯组中的相邻两个横向地面交通信号灯组之间的间距不相等，但所述Nxi个横向地面交通信号灯组中的相邻两个横向地面交通信号灯组发出A2类光信号(或A1类光信号或A3类光信号)的起始时刻的间隔相等，这种模式可称“等时不等间距模式”，不等间距不等时模式可以此类推。
具体例如，假设Nxi等于11，入口车道xi的入口引导区长度为10米，那么Nxi个横向地面交通信号灯组可均匀的分部于入口车道xi的路口安全线与停车线之间，例如在入口车道xi的入口引导区中每隔1米设置一个横向地面交通信号灯组，Nxi个横向地面交通信号灯组将入口车道xi的入口引导区等分为10个入口车道段，任意相邻两个横向地面交通信号灯组之间的间距均为1米，任意相邻两个横向地面交通信号灯组发出A2类光信号(或A1类光信号或A3类光信号)的起始时刻的间隔可相等(如0.2秒、1秒、1.5秒或2秒等)或不等。又例如假设Nxi等于6，入口车道xi的入口引导区长度为10米，那么Nxi个横向地面交通信号灯组可均匀的分部于入口车道xi的路口安全线与停车线之间，例如在入口车道xi的入口引导区中每隔2米设置一个横向地面交通信号灯组，Nxi个横向地面交通信号灯组可将入口车道xi的入口引导区等分为5个入口车道段，任意相邻两个横向地面交通信号灯组之间的间距为2米任意相邻两个横向地面交通信号灯组发出A2类光信号(或A1类光信号或A3类光信号)的起始时刻的间隔可相等或不等。其中，Nxi 个横向地面交通信号灯组中的相邻两个横向地面交通信号灯组之间间距相等的其他设置方式可以以此类推。
其中，当所述横向地面交通信号灯组i包括至少两个信号灯，那么所述横向地面交通信号灯组i之中的至少两个信号灯共享相同的驱动信号，或所述横向地面交通信号灯组i之中的任意两个信号灯使用不同的驱动信号。
可以理解的是，通常来说，共享相同驱动信号的几个信号灯的工作状态是同步变化的，例如共享相同的驱动信号的几个信号灯将被同时点亮或被同时关闭，因为这几个信号灯是被相同驱动信号来一并驱动控制的。使用不同的驱动信号两个信号灯的工作状态可能不是同步变化的，当然也有可能是同步变化的。一般来说，使用来自同一驱动信号输出端口(驱动信号输出端口可指阵列驱动器或交通信号机等的驱动信号输出端口)所输出的驱动信号的信号灯的工作状态是同步变化的，具体条件是若驱动信号输出端口所输出的驱动信号在从驱动信号输出端口到达信号灯的过程中时序等未被改变。一般来说，使用来自不同驱动信号输出端口所输出的驱动信号的信号灯的工作状态可能不是同步变化的，当然也有可能是同步变化的。
其中，入口车道xi可为平面交叉路口的其中一条入口车道，或者入口车道xi与可为交叉路口的任意一条入口车道。也就是说，平面交叉路口的部分或全部入口车道均可按照等同或类似于入口车道xi的部署方式来部署横向地面交通信号灯组等。
可以理解，由于横向地面交通信号灯组中的信号灯被设置于地面，因此这些信号灯也可称之为地面交通信号灯(亦可以简称“地面信号灯”)。若无特别的说明，本申请实施例之中提及的横向地面交通信号灯组中的信号灯即为地面交通信号灯。可以理解，由于地面交通信号灯被设置于地面，因此在设置方式和产品形态上，地面交通信号灯是有别于高空交通信号灯的，高空交通信号灯例如可包括立柱式交通信号灯或悬臂式交通信号灯等。
可以理解，横向地面交通信号灯组中的“横向”意在表示横向地面交通信号灯组的长度方向和相应车道的行驶方向是垂直或基本垂直的，至少横向地面交通信号灯组的长度方向和相应车道的行驶方向之间是不平行的，横向地面交通信号灯组的长度方向和相应车道的行驶方向之间的夹角范围可大于或等于45°且小于或等于90°，上述夹角例如可等于90°、89°、85°、80°、78°、75°、60°、53°或者40°。当然，横向地面交通信号灯组的长度方向和相应车道的行驶方向之间的夹角范围并不限于上述举例范围。
可选的，在本申请的一些可能实施方式中，当所述Nxi为大于2的整数，所述Nxi个横向地面交通信号灯组还包括设置于所述入口车道xi上的所述路口安全线和所述停车线之间的Nxi-2个横向地面交通信号灯组。可以理解的是，所述Nxi-2(例如Nxi＝6，那么Nxi-2＝6-2＝4，以此类推)个横向地面交通信号灯组可能包括设置于所述入口车道xi上的所述路口安全线和停车线之间的部分或者全部横向地面交通信号灯组。
可以看出，本实施例提供的路口交通信号灯阵列包括Nxi个横向地面交通信号灯组；所述Nxi个横向地面交通信号灯组包括：设置在平面交叉路口的入口车道xi的路口安全线位置的横向地面交通信号灯组pxi、设置在入口车道xi的停车线位置的横向地面交通信号灯组qxi。由于入口车道xi的路口安全线与停车线之间划定的车道段可形成入口引导区，这就为车辆通过路口的预先加速提供了一定空间基础，且为控制车辆驶入路口的速度(即车辆驶出入口引导区的速度)和车辆在入口引导区的行驶状态提供了一定基础，进而使得提高平面交叉路口的车辆通行效率变得有了一定空间基础。例如Nxi个横向地面交通信 号灯组可将入口引导区划分为若干个车道段，利用Nxi个横向地面交通信号灯组所发出的光信号，使得对车辆在入口引导区的行驶状态和车辆驶出入口引导区的速度进行较为精确控制变得有了可能，因此这样有利于提高平面交叉路口的车辆通行的安全可控性。并且，地面式的交通信号灯组更便于驾驶员识别出相应的交通控制信号，进而有利于进一步提高平面交叉路口的车辆通行安全可控性。
下面结合附图进行一些说明。请参见图3，图3示举例出了某入口道在设置横向地面交通信号灯组之前的道路情况。图3的左边部分举例的入口道(入口道X)和右边部分举例的入口道(入口道Y)分别包括3条入口车道。入口道包括其它数量的入口车道的情况以此类推。图3右边部分举例所示的入口道Y前方还具有人行横道，图3的左边部分举例所示的入口道X前方不具有人行横道。
参见图4-a～图4-c，图4-a～图4-c举例示出了在前方不具有人行横道的入口车道上设置横向地面交通信号灯组之后的几种可能的道路情况。图4-a举例所示场景中的入口道的各入口车道上设置的相应位置的横向地面交通信号灯组基本位于同一直线上。图4-b举例所示场景中，同一入口道的部分入口车道上设置的相应位置的横向地面交通信号灯组基本位于同一直线上，另一部分入口车道上设置的相应位置的横向地面交通信号灯组基本位于同一直线上，甚至同一入口道的有一些入口车道的停车线和另一些入口车道的停车线可能不在同一直线上。
其中，图4-a的左边部分示例和图4-b中对于每条入口车道，主要以Nxi等于4为例(即每条入口车道上设置至少4个横向地面交通信号灯组)。其中，图4-a的右边部分示例和图4-c的右边部分示例中对于每条入口车道，主要以Nxi等于2为例。Nxi等于其它值的情况可以此类推。
可以理解，同一入口道的各入口车道上设置的横向地面交通信号灯组的数量可相等或不等。不同入口道的入口车道上设置的横向地面交通信号灯组的数量可相等或不等。
在本申请一些可能实施方式中，所述横向地面交通信号灯组i之中的信号灯ia能够在第一驱动信号的驱动下发出A1类光信号，且所述信号灯ia还能够在第二驱动信号的驱动下发出A2类光信号，所述信号灯ia例如可为A12类信号灯。或者所述横向地面交通信号灯组i之中的信号灯ia能够在第一驱动信号的驱动下发出A1类光信号，且所述信号灯ia还能够在第二驱动信号的驱动下发出A2类光信号，且所述信号灯ia还能够在第三驱动信号的驱动下发出A3类光信号，所述信号灯ia例如可为AA类信号灯。其中，所述信号灯ia可为所述横向地面交通信号灯组i之中的其中一个信号灯或任意一个信号灯。也就是说，在本申请一些可能实施方式中，单个信号灯可在不同驱动信号的驱动下发出不同的光信号。具体例如，地面交通信号灯组i之中的部分或全部信号灯能够在第一驱动信号的驱动下发出红色光信号，且地面交通信号灯组i之中的部分或全部信号灯能够在第二驱信号的驱动下发出绿色光信号，且地面交通信号灯组i之中的部分或全部信号灯能够在第三驱动信号的驱动下发出黄色光信号。
可选的，在本申请的一些可能的实施方式中，所述横向地面交通信号灯组i之中的i1个信号灯为能够发出A1类光信号的信号灯，并且所述横向地面交通信号灯组i之中的i2个信号灯为能够发出A2类光信号的信号灯。或所述横向地面交通信号灯组i之中的i1个信号灯为能够发出A1类光信号的信号灯，并且所述横向地面交通信号灯组i之中的i2个信号灯可为能够发出A2类光信号的信号灯，并且所述横向地面交通信号灯组i之中的i3个信号灯为能够发出A3类光信号的信号灯。
其中，所述i1、所述i2和所述i3为大于1的整数。
举例来说，i1例如可等于1、2、3、4、7、9、10、11、29、36、50、100或其它值。
举例来说，i2例如可等于1、2、3、5、7、8、10、11、29、36、50、100或其它值。
举例来说，i3例如可等于1、2、3、6、7、8、4、11、29、36、50、100或其它值。
具体例如，在本申请的一些可能实施方式中，上述i1个信号灯能够发出A1类光信号，但上述i1个信号灯不能够发出A2类光信号和/或A3类光信号。例如，上述i1个信号灯可为专用于发出A1类光信号的信号灯。即上述i1个信号灯可为A1类信号灯。又例如上述i2个信号灯能够发出A2类光信号，但上述i2个信号灯不能够发出A1类光信号和/或A1类光信号。例如，上述i2个信号灯可为专用于发出A2类光信号的信号灯。即上述i2个信号灯可为A2类信号灯。又例如上述i3个信号灯能够发出A3类光信号，但上述i3个信号灯不能够发出A2类光信号和/或A1类光信号。例如，上述i3个信号灯可为专用于发出A3类光信号的信号灯。即上述i3个信号灯可为A3类信号灯。
也就是说，在本申请一些可能的实施方式中，即使单个信号灯可以只能发出一种光信号(如A1类光信号、A2类光信号或A3类光信号)，但是，如果单个横向地面交通信号灯组中既包括至少1个(例如1个或至少两个)A1类信号灯，还包括至少1个(例如1个或至少两个)A2类信号灯，或若单个横向地面交通信号灯组中既包括至少1个(例如1个或至少两个)A1类信号灯，还包括至少1个(例如1个或者至少两个)A2类信号灯，还包括至少1个(例如1个或至少两个)A3类信号灯。这种情况下，若单个横向地面交通信号灯组中的三类信号灯(例如A1类信号灯、A2类信号灯和A3类信号灯)不同时被点亮(即不同时处于工作状态)，那么这个横向地面交通信号灯组(如横向地面交通信号灯组xi)在整体上仍然可呈现出统一的用于指示允许或禁止或警示通行对象(如车辆或行人等)通行的光信号。
可选的，在本申请的一些可能的实施方式中，所述横向地面交通信号灯组i的信号灯ia能够发出A1类光信号，所述横向地面交通信号灯组i之中的信号灯ib能够发出A2类光信号；所述信号灯ia和所述信号灯ib为所述横向地面交通信号灯组i之中的其中两个位置相邻的信号灯，或者所述信号灯ia和信号灯ib为所述横向地面交通信号灯组i之中的任意两个位置相邻的信号灯。或所述横向地面交通信号灯组i之中的信号灯ia能够发出A1类光信号，所述横向地面交通信号灯组i之中的信号灯ib能够发出A2类光信号，所述横向地面交通信号灯组i之中的信号灯ic能够发出A3类光信号；所述信号灯ia、所述信号灯ib和所述信号灯ic为所述横向地面交通信号灯组i之中的其中三个位置相邻的信号灯，或者所述信号灯ia、所述信号灯ib和所述信号灯ic为所述横向地面交通信号灯组i之中的任意三个位置相邻的信号灯。
例如信号灯ia为A1类信号灯、信号灯ib为A2类信号灯、信号灯ic为A3类信号灯。也就是说，横向地面交通信号灯组中包括的能够发出不同光信号的信号灯之间可以是相互穿插设置。具体例如，横向地面交通信号灯组中包括的能够发出不同光信号的信号灯的分布区域可部分重叠或全部重叠。即，横向地面交通信号灯组中包括的能够发出不同光信号的信号灯在横向地面交通信号灯组的分布区域内较为均匀的分布。
可选的，在本申请的一些可能的实施方式中，所述横向地面交通信号灯组i之中的部分或全部信号灯被部分或全部掩埋于路面之下，或所述横向地面交通信号灯组i之中的部分或全部信号灯被贴装于路面表面。也就是说，横向地面交通信号灯组中的信号灯的部分或全部灯体可以突出于地面，或也可完全不突出于地面。
可选的，在本申请一些可能实施方式中，所述横向地面交通信号灯组i之中的部分或全部信号灯为道钉或灯带(如LED灯带)或石墨烯信号灯等。当然，横向地面交通信号灯组中的信号灯的产品形态也不限于上述举例。举例来说，横向地面交通信号灯组i之中的信号灯ia可包括：V个灯珠、用于驱动所述V个灯珠工作的电路板和用于容纳所述V个灯珠和所述电路板的壳体。其中，所述电路板具有有线式驱动信号输入端口和/或无线式驱动信号输入端口，其中，所述V为大于或者等于1的整数。其中，V例如可等于1、2、3、5、7、8、10、21、29、36、50、100或其它值。例如所述V个灯珠可包括：能够发出A1 类光信号的v1个灯珠、能够发出A2类光信号的v2个灯珠和/或能够发出A3类光信号的v3个灯珠。所述v1和所述v2和所述v3均为大于1或者等于1的整数。
可选的，在本申请的一些可能的实施方式中，所述Nxi个横向地面交通信号灯组之中的其中两个横向地面交通信号灯组能够在不同起始时刻开始发出A1类光信号或A2类光信号或A3类光信号。或所述Nxi个横向地面交通信号灯组中的任意两个横向地面交通信号灯组能够在不同起始时刻开始发出A1类光信号或A2类光信号或A3类光信号。或所述Nxi个横向地面交通信号灯组中的任意两个横向地面交通信号灯组能够在相同起始时刻开始发出A1类光信号或A2类光信号或A3类光信号。或所述Nxi个横向地面交通信号灯组中的任意两个横向地面交通信号灯组能够在相同起始时刻开始发出A1类光信号或A2类光信号或A3类光信号。
可选的，在本申请一些可能实施方式中，所述Nxi个横向地面交通信号灯组中的距离所述横向地面交通信号灯组qxi越近的横向地面交通信号灯组发出A1类光信号(或A2类光信号或A3类光信号)的起始时刻越早。所述横向地面交通信号灯组pxi发出A1类光信号的起始时刻，晚于所述Nxi个横向地面交通信号灯组中的其它任意一个横向地面交通信号灯组发出A1类光信号(或A2类光信号或A3类光信号)的起始时刻。
举例来说，所述Nxi个横向地面交通信号灯组包括横向地面交通信号灯组j1、横向地面交通信号灯组j2和横向地面交通信号灯组j3。所述横向地面交通信号灯组j1、所述横向地面交通信号灯组j2和所述横向地面交通信号灯组j3为所述所述Nxi个横向地面交通信号灯组之中的位置相邻的3个(如其中3个或任意3个)横向地面交通信号灯组。其中，所述横向地面交通信号灯组j2与所述入口车道xi的停车线之间的间距大于，所述横向地面交通信号灯组j1与所述入口车道xi的停车线之间的间距。其中，所述横向地面交通信号灯组j2与所述入口车道xi的停车线之间的间距，小于所述横向地面交通信号灯组j3与所述入口车道xi的停车线之间的间距。
可以理解，所述横向地面交通信号灯组j1可能就是横向地面交通信号灯组qxi，也可能是设置于所述入口车道xi上的所述路口安全线和所述停车线之间的横向地面交通信号灯组。横向地面交通信号灯组j3可能就是横向地面交通信号灯组pxi，也可能是设置于所述入口车道xi上的所述路口安全线和所述停车线之间的横向地面交通信号灯组。
可选的，在本申请的一些可能的实施方式中，所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j1之间的间距，除以所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j1发出A2类光信号(或A1类光信号或A3类光信号)的起始时刻的时间差而得到的商Vj1_j2，例如可小于或者等于所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j3之间的间距，除以所述横向地面交通信号灯组j2与所述横向地面交通信号灯组j3发出A2类光信号(或A1类光信号或A3类光信号)的起始时刻的时间差而得到的商Vj2_j3。
可以理解的是，当上述Vj1_j2等于Vj2_j3，则可表示横向地面交通信号灯组j1、所述横向地面交通信号灯组j2和所述横向地面交通信号灯组j3通过依次发出A2类光信号(或A1类光信号或A3类光信号)所呈现出的引导速度是匀速的。而当上述Vj1_j2小于上述Vj2_j3，则可表示横向地面交通信号灯组j1、所述横向地面交通信号灯组j2和所述横向地面交通信号灯组j3通过依次发出A2类光信号(或A1类光信号或A3类光信号)所呈现出的引导速度是匀加速或非匀加速的。
可以理解，被驱动的所述Nxi个横向地面交通信号灯组从所述横向地面交通信号灯组qxi开始依次发出A2类光信号，可呈现出匀速引导速度，也可呈现出匀加速或非匀加速的变速引导速度，这样就有利 于对车辆在入口引导区的行驶速度安全引导。
例如，当横向地面交通信号灯组qxi发出A2类光信号，表示当前允许入口车道xi上的车辆驶过横向地面交通信号灯组qxi(即允许入口车道xi上的车辆驶过入口车道xi的停车线)，在车辆(例如停于横向地面交通信号灯组qxi之后的头车)驶入到入口引导区之后，在Nxi个横向地面交通信号灯组中除横向地面交通信号灯组pxi之外的其他横向地面交通信号灯组依次发出的A2类光信号的引导之下，车辆逐步的越过这些发出A2类光信号的横向地面交通信号灯组，之后在横向地面交通信号灯组pxi所发出A2类光信号的引导下，车辆驶过横向地面交通信号灯组pxi(即，驶过入口车道xi的路口安全线)，车辆在驶过横向地面交通信号灯组pxi之后便进入路口或者在穿越人行横道之后进入路口，最终驶过路口进入相应下游车道。总的来说，在Nxi个横向地面交通信号灯组从所述横向地面交通信号灯组qxi开始依次发出A2类光信号而呈现出的引导速度(引导速度可能是匀速或非匀速)的引导下，车辆将以小于或等于这个引导速度的行驶速度驶过入口引导区。可以理解，在横向地面交通信号灯组pxi发出A2类光信号之前，如果车辆以大于相应引导速度行驶速度在入口引导区行驶，那么，车辆就很可能会出现“闯红灯”现象，即很可能会出现车辆在某个横向地面交通信号灯组发出A2类光信号之前(其中，这个横向地面交通信号灯组在发出A2类光信号之前处于熄灭状态或发出A1类光信号的状态)就驶过这个横向地面交通信号灯组的现象，这种现象当然是非常不安全的。可见，利用Nxi个横向地面交通信号灯组有利于对车辆在入口引导区的行驶速度安全引导，进而有利于使得车辆以较为安全的速度驶入路口，这样既有利于提升车辆驶过路口效率，也有利于保证车辆驶过路口的安全性。也就是说，本申请实施例的方案，有利于在车辆驶过路口的效率和安全性方面做到基本兼顾。
本申请实施例还提供路口交通信号灯阵列的驱动控制方法，所述路口交通信号灯阵列例如可如上述实施例提供的任意一种路口交通信号灯阵列。具体例如路口交通信号灯阵列包括Nxi个横向地面交通信号灯组；所述Nxi个横向地面交通信号灯组包括设置于平面交叉路口的入口车道xi的路口安全线位置的横向地面交通信号灯组pxi，所述Nxi个横向地面交通信号灯组还包括设置于所述入口车道xi的停车线位置的横向地面交通信号灯组qxi。所述Nxi个横向地面交通信号灯组中的每个横向地面交通信号灯组包括至少1个(例如1个或至少两个)信号灯。横向地面交通信号灯组i之中的部分或全部信号灯具有无线式驱动信号输入端口和/或有线式驱动信号输入端口。所述横向地面交通信号灯组i为所述Nxi个横向地面交通信号灯组之中的其中一个横向地面交通信号灯组或任意一个横向地面交通信号灯组。
其中，若所述横向地面交通信号灯组i包括至少两个信号灯，那么所述横向地面交通信号灯组i中的至少两个信号灯可共享相同的驱动信号，或者，所述横向地面交通信号灯组i中的任意两个信号灯使用不同的驱动信号。
其中，一种路口交通信号灯阵列的驱动控制方法可包括：当距所述入口车道xi的控制权相位的上一个路口冲突控制权相位结束还剩重叠时长Tcd_xi时，驱动所述Nxi个横向地面交通信号灯组从所述横向地面交通信号灯组qxi开始依次发出A2类光信号。所述Nxi个横向地面交通信号灯组之中的距离所述横向地面交通信号灯组qxi越近的横向地面交通信号灯组被驱动发出A2类光信号的起始时刻越早，所述横向地面交通信号灯组pxi被驱动发出A2类光信号的起始时刻，晚于所述Nxi个横向地面交通信号灯组中的其它任意一个横向地面交通信号灯组被驱动发出A2类光信号的起始时刻。
需要说明，同一个平面交叉路口的行驶方向不同的入口车道对应的重叠时长可能相等或部分相等或互不相等。同一个平面交叉路口的行驶方向相同但导向不同的入口车道对应的重叠时长可能相等或部分相等或互不相等。同一个平面交叉路口的行驶方向和导向均相同的入口车道对应的重叠时长可能相等 或部分相等或互不相等。可以理解，重叠时长Tcd_xi为入口车道xi对应的重叠时长，入口车道xi为平面交叉路口的其中一个入口车道或任意一个入口车道。
所述横向地面交通信号灯组pxi发出A2类光信号的起始时刻为所述上一个路口冲突控制权相位结束时刻。即，所述横向地面交通信号灯组pxi和横向地面交通信号灯组qxi发出A2类光信号的起始时刻的间隔TΔ_pxi_qxi等于重叠时长Tcd_xi。重叠时长Tcd_xi可为存储的预设值(可根据来自上位设备或人机交互接口的重叠时长更新指令更新当前存储的Tcd_xi)或重叠时长Tcd_xi可基于预设算法实时计算得到。例如重叠时长Tcd_xi可等于2秒、3秒、4秒、5秒、6秒、7秒、8.1秒、10秒或其它时长。
举例来说，假设所述入口车道xi为东行直行车道，那么所述入口车道xi的控制权相位的上一个路口冲突控制权相位例如可能为所述平面交叉路口的南行直行车道或北行直行车道或西行左转车道或者北行左转车道的控制权相位，因为，平面交叉路口的东行直行车道，与所述平面交叉路口的南行直行车道或北行直行车道或西行左转车道或者北行左转车道之间互为冲突车道。又假设，所述入口车道xi为西行直行车道，那么所述入口车道xi的控制权相位的上一个路口冲突控制权相位例如可能为所述平面交叉路口的南行直行车道或北行直行车道或东行左转车道或南行左转车道的控制权相位，因为平面交叉路口的西行直行车道，与所述平面交叉路口的南行直行车道或北行直行车道或东行左转车道或南行左转车道的之间互为冲突车道，其他冲突情况以此类推。
例如在图5-a举例所示场景中，南北向左转车道、东西向左转车道、南北向直行车道、东西向直行车道的控制权相位进行循环。其中，南北向左转车道的控制权相位的上一个路口冲突控制权相位为东西向左转车道的控制权相位，东西向左转车道的控制权相位的上一个路口冲突控制权相位为南北向直行车道的控制权相位，南北向直行车道的控制权相位的上一个路口冲突控制权相位为东西向直行车道的控制权相位。在图5-a举例所示场景中，假设所述入口车道xi为南北向左转车道中的某个入口车道，那么所述入口车道xi的控制权相位的上一个路口冲突控制权相位为东西向左转车道的控制权相位，又假设所述入口车道xi为东西向左转车道中的某个入口车道，那么所述入口车道xi的控制权相位的上一个路口冲突控制权相位为南北向直行车道的控制权相位，以此类推。
图5-a举例所示场景中，南北向左转车道与东西向左转车道的控制权相位的重叠时长为Tcd_3。东西向左转车道与南北向直行车道的控制权相位的重叠时长为Tcd_2。南北向直行车道与东西向直行车道的控制权相位的重叠时长为Tcd_1。东西向直行车道的控制权相位与南北向左转车道的控制权相位的重叠时长为Tcd_4。其中，Tcd_1、Tcd_2、Tcd_2和Tcd_4可全部相等或部分相等或互不相等。
可以看出，由于入口车道xi的路口安全线与停车线之间划定的车道段可形成入口引导区，这就为车辆通过路口的预先加速提供了一定空间基础，且为控制车辆驶入路口的速度(即车辆驶出入口引导区的速度)和车辆在入口引导区的行驶状态提供了一定基础，进而使得提高平面交叉路口的车辆通行效率变得有了一定空间基础。例如Nxi个横向地面交通信号灯组可将入口引导区划分为若干个车道段，利用Nxi个横向地面交通信号灯组所发出的光信号，使得对车辆在入口引导区的行驶状态和车辆驶出入口引导区的速度进行较为精确控制变得有了可能，因此，这样有利于提高平面交叉路口的车辆通行的安全可控性。并且，地面式的交通信号灯组更便于驾驶员识别出相应的交通控制信号，进而有利于进一步提高平面交叉路口的车辆通行安全可控性。具体的，通过灵活控制Nxi个横向地面交通信号灯组中的各横向地面交通信号灯组发出A1类光信号或A2类光信号或A3类光信号的起始时刻，有利于实现对车辆通过路口时的时间和速度的较精确控制，进而有利于进一步提高平面交叉路口的车辆通行安全可控性。例如当所述入口车道xi的控制权相位的上一个路口冲突控制权相位结束还剩相应重叠时长时，驱动所述Nxi个横 向地面交通信号灯组从所述横向地面交通信号灯组qxi开始依次发出A2类光信号，其中，Nxi个横向地面交通信号灯组之中的距离横向地面交通信号灯组qxi越近的横向地面交通信号灯组，发出A2类光信号的起始时刻越早，这就可以认为Nxi个横向地面交通信号灯组中的各横向地面交通信号灯组是按照一定顺序来依次开始发出A2类光信号的，这个就为对车辆通过入口引导区的时间和速度进行合理适宜的引导奠定了基础，例如有利于使得车辆在Nxi个横向地面交通信号灯组所发出的光信号所呈现出的引导速度的引导下，安全可控高效的驶出入口引导区，进而有利于使车辆以安全可控高效的方式驶过路口。
可以理解的是，在实际应用中，被驱动的所述Nxi个横向地面交通信号灯组从所述横向地面交通信号灯组qxi开始依次发出A2类光信号，可呈现出匀速引导速度或变速引导速度，变速引导速度可以是匀加速引导速度(其中，匀加速引导速度可以分为初速度为零的匀加速引导速度和初速度不为零的匀加速引导速度)或非匀加速引导速度。
具体举例，对于被驱动的Nxi个横向地面交通信号灯组通过从横向地面交通信号灯组qxi开始依次发出A2类光信号而呈现出匀速引导速度的情况，那么，Nxi个横向地面交通信号灯组中的横向地面交通信号灯组i发出A2类光信号的起始时刻，相对于横向地面交通信号灯组qxi发出A2类光信号的起始时刻的间隔时长表示为TΔg_i_qxi，其中，
Figure PCTCN2016103918-appb-000001
又例如，对于被驱动的Nxi个横向地面交通信号灯组通过从横向地面交通信号灯组qxi开始依次发出A2类光信号而呈现出初速度为0的匀加速引导速度的情况，Nxi个横向地面交通信号灯组中的横向地面交通信号灯组i发出A2类光信号的起始时刻，相对于横向地面交通信号灯组qxi发出A2类光信号的起始时刻的间隔时长表示为TΔg_i_qxi，其中，
Figure PCTCN2016103918-appb-000002
当匀加速引导速度的初速度v0大于0时的通用表达公式可为：
Figure PCTCN2016103918-appb-000003
其中，所述Tcd_xi表示入口车道xi对应的重叠时长，Tcd_xi也等于横向地面交通信号灯组pxi与横向地面交通信号灯组qxi之间发出A2类光信号的起始时刻的间隔时长。所述LYD_xi表示入口车道xi的停车线与路口安全线之间的间距(即入口车道xi的入口引导区长度)，所述LYD_xi也等于横向地面交通信号灯组pxi与横向地面交通信号灯组qxi之间的间距。所述Li_qxi表示横向地面交通信号灯组i与横向地 面交通信号灯组qxi之间的间距，所述Li_qxi也等于横向地面交通信号灯组i与入口车道xi的停车线之间的间距。其中，横向地面交通信号灯组i为Nxi个横向地面交通信号灯组中的任意一个横向地面交通信号灯组。
其中，LYD_xi和/或Tcd_xi的取值可固定不变，也可随环境变化而有所变化。通常来说，出于安全方面的考虑，位于入口车道xi的停车线之后的首辆车驶入路口的速度最好处于安全范围，例如时速15千米或20千米就是比较安全的范围。如果首辆车的行驶速度处于安全范围内，那么首辆车通常就能在出现路口突发状况时及时刹车，这有利于降低出现路口事故的概率。出于这些安全方面的考虑，利用所述Nxi个横向地面交通信号灯组发出的A2类光信号所呈现出的引导速度，来将首辆车驶入路口的行驶速度引导至安全范围内，那么路口安全性就更有保障了。
例如普通车辆从启动到加速至安全速度所需的时长就是得到
Figure PCTCN2016103918-appb-000004
的参考基础，普通车辆从启动到加速到安全速度所需的距离就是得到
Figure PCTCN2016103918-appb-000005
的参考基础。
Figure PCTCN2016103918-appb-000006
表示入口车道xi对应的重叠时长的拟用初始值，
Figure PCTCN2016103918-appb-000007
表示入口车道xi的入口引导区长度的拟用初始值。
其中，LYD_xi取值的可等于
Figure PCTCN2016103918-appb-000008
Tcd_xi取值的可等于
Figure PCTCN2016103918-appb-000009
或对于LYD_xi和/或Tcd_xi的取值可随着环境变化而有所变化的情况，
Figure PCTCN2016103918-appb-000010
其中，所述μ1为第一安全系数，所述μ2为第二安全系数。也就是说，可根据当前环境因素的变化来选用与之对应的安全系数，进而基于
Figure PCTCN2016103918-appb-000011
(或
Figure PCTCN2016103918-appb-000012
)和当前所选用的安全系数来得到当前使用的Tcd_xi(或LYD_xi)的取值。
μ1(或μ2)的取值可等于1，μ1(或μ2)的取值也可大于1或小于1。μ1(或μ2)的取值例如可以参考天气、光强、坡度和/或路口复杂度等环境因素来确定。例如当晴天时μ1(或1/μ2)的取值可等于1或接近于1(例如1.1、1.05或其它值)，当雨天时μ1(或μ2)取值(例如1.2、1.3、1.5、2或其他值)大于当晴天时μ1(或μ2)的取值。又例如当光强较好时μ1(或μ2)的取值可等于1或接近于1(例如1.1或1.05或其它值)，当光强较差时μ1(或μ2)的取值(例如1.2、1.3、1.5、2或其他值)大于当光强较好时μ1的取值。又例如，当坡度较小时μ1(或μ2)的取值可等于1或接近于1(例如1.1、1.06或者其它值)，当坡度较小时的μ1(或μ2)的取值(例如1.2、1.3、1.5、1.8、2或其他值)大于当坡度较大时的μ1的取值。例如当路口复杂度较小时μ1(或μ2)的取值等于1或接近于1(如1.1、1.04、1.08或其它值)，而当路口复杂度较大时的μ1(或μ2)的取值(如1.2、1.3、1.5、1.7、1.9、1.8、2或其他值)大于当坡度较小时的μ1(或μ2)的取值。
可以理解，设置μ1(或μ2)的目的之一是提高安全性，因此μ1(或μ2)的取值还可能参考其他一个或多个影响安全的因素来确定。具体参考哪些影响安全的因素，如何参考影响安全的各因素来确定μ1(或μ2)的取值，可根据具体场景需要来选择，此处不予特别限定。
又举例来说，不同时段与停车线位置之间可具有对应关系，即不同时段与入口引导区长度LYD_xi之间可具有对应关系。例如，可以预先设置繁忙时段对应的停车线位置(例如此时段LYD_xi为10米或其它值)，半繁忙时段对应的停车线位置(如此时段LYD_xi为8米)，空闲时段对应的停车线位置(例如此时段LYD_xi为6米)等等。例如可将7：30～9:30、17:30～20:00划定为繁忙时段，0:00～6:00划定为空闲 时段，将其它时段划定为半繁忙时段，当然对应不同应用场景亦可能还有其它得时段划分方式，此处不再一一举例。
又举例来说，车流量与停车线位置之间可具有对应关系，即不同时段与入口引导区长度LYD_xi之间可具有对应关系。例如当路口的车流量大于每分钟100辆时LYD_xi为10米或其它值，当路口的车流量为每分钟60～100辆时入口引导区长度LYD_xi为8米或其它值。当路口的车流量小于每分钟30辆时入口引导区长度LYD_xi为6米或其它值，其他情况以此类推。
此外，平面交叉路口的大小，与相应重叠时间和入口引导区长度之间也可具有对应关系，例如相对较大的平面交叉路口，重叠时间和入口引导区长度可相对较大。而相对较小的平面交叉路口，重叠时间和入口引导区长度可相对较小。
对于控制权相位包括清空相位的情况，目前有些交通规范规定清空相位(路口全红灯时段)的时长固定为2秒，考虑到不同平面交叉路口的不同车道的清空长度可能不尽相同，同一个平面交叉路口的不同车道的清空长度也可能不尽相同，清空相位时长为特定值并不一定最科学。因此，可以考虑根据车道的清空长度得到与之对应的清空相位时长Tqk。例如
Figure PCTCN2016103918-appb-000013
或当
Figure PCTCN2016103918-appb-000014
大于或等于2秒时
Figure PCTCN2016103918-appb-000015
而当
Figure PCTCN2016103918-appb-000016
小于2秒时Tqk_xi取值为2秒。Tqk_xi表示入口车道xi的清空相位时长。Lqk_xi表示入口车道xi对应的清空长度(Lqk_xi等于入口车道xi的入口引导区长度+入口车道xi对应的路口长度)。V'lk_xi例如等于入口车道xi所属平面交叉路口的最低限速Vlk_min或期望速度Vlk_q。或V'lk_xi可等于Vlk_min*μ3或Vlk_q*μ3，第三安全系数μ3的取值可等于1或大于1或小于1。具体的，μ3的取值例如可以参考天气、光强、坡度和/或路口复杂度等环境因素来确定，μ3的具体取值方式可参考μ1的具体取值方式。
基于上述举例的方式而得到的Tqk_xi可以不是固定时长2秒，Tqk_xi可根据具体路口情况不同而适应性的改变，这样有利于更好确保车辆在路口不发生冲突，进而有利于进一步的提高路口通行的安全性。
可选的，在本申请一些可能实施方式中，所述方法还包括：在所述入口车道xi的控制权相位结束 之时驱动所述Nxi个横向地面交通信号灯组同步发出A1类光信号。或在距所述入口车道xi的控制权相位结束还剩清空相位时长之时，驱动所述Nxi个横向地面交通信号灯组同步发出A1类光信号。或在距所述入口车道xi的控制权相位结束还剩清空相位时长之时，驱动所述Nxi个横向地面交通信号灯组从所述横向地面交通信号灯组qxi开始依次发出A1类光信号，其中，所述Nxi个横向地面交通信号灯组之中的距离所述横向地面交通信号灯组qxi越近的横向地面交通信号灯组发出A1类光信号的起始时刻越早，所述横向地面交通信号灯组pxi发出A1类光信号的起始时刻，晚于所述Nxi个横向地面交通信号灯组中的其它任意一个横向地面交通信号灯组发出A1类光信号的起始时刻。
例如，所述横向地面交通信号灯组pxi与所述横向地面交通信号灯组qxi发出A1类光信号的起始时刻的间隔等于所述入口车道xi的入口引导区清空时长。其中，所述入口车道xi的入口引导区清空时长表示为TYD_qk_xi，
Figure PCTCN2016103918-appb-000017
其中，V'YD_qk_xi可等于Vlk_max或Vlk_min或者Vlk_q，其中，所述Vlk_max表示所述平面交叉路口的最高限速，Vlk_min表示所述平面交叉路口的最低限速，Vlk_q表示所述平面交叉路口的期望速度。其中，入口引导区清空时长TYD_qk_xi例如小于重叠时长Tcd_xi。Vlk_min小于Vlk_max。Vlk_q的值域空间是大于或等于所述Vlk_min且小于或等于Vlk_max的任意实数，即Vlk_q大于或等于所述Vlk_min且小于或等于Vlk_max。
具体举例，对于被驱动的Nxi个横向地面交通信号灯组通过从横向地面交通信号灯组qxi开始依次发出A1类光信号而呈现出匀速引导速度的情况，那么，Nxi个横向地面交通信号灯组中的横向地面交通信号灯组i发出A1类光信号的起始时刻，相对于横向地面交通信号灯组qxi发出A1类光信号的起始时刻的间隔时长表示为TΔr_i_qxi，其中，
Figure PCTCN2016103918-appb-000018
Li_qxi表示所述横向地面交通信号灯组i相对于所述横向地面交通信号灯组qxi的间距，所述横向地面交通信号灯组i为所述Nxi个横向地面交通信号灯组中的任意一个横向地面交通信号灯组。
可选的，在本申请一些可能实施方式中，所述方法还包括：
在距所述入口车道xi的控制权相位结束还剩清空相位时长加过度相位时长之时，驱动所述Nxi个横 向地面交通信号灯组同步发出A1类光信号，在距所述入口车道xi的控制权相位结束还剩清空相位时长加过度相位时长之时，驱动所述Nxi个横向地面交通信号灯组从所述横向地面交通信号灯组qxi开始依次发出A3类光信号，其中，所述Nxi个横向地面交通信号灯组之中的距离所述横向地面交通信号灯组qxi越近的横向地面交通信号灯组发出A3类光信号的起始时刻越早，所述横向地面交通信号灯组pxi发出A3类光信号的起始时刻，晚于所述Nxi个横向地面交通信号灯组中的其它任意一个横向地面交通信号灯组发出A3类光信号的起始时刻。例如，所述横向地面交通信号灯组pxi与所述横向地面交通信号灯组qxi发出A3类光信号的起始时刻的间隔等于所述入口车道xi的入口引导区清空时长。
在实际应用中，上述方法的执行主体可以是信号机、阵列驱动器等信号灯驱动控制设备。本申请实施例中提及的信号机也可能称为程控交换机，交通控制信号机、交通信号机、路口信号机、路口交通信号机或路口交通控制信号机等。具体的，信号机或阵列驱动器可通过向路口交通信号灯阵列输出驱动信号来驱动路口交通信号灯阵列工作。在实际应用中，每个横向地面交通信号灯组均可在信号机的控制下工作。或者每个横向地面交通信号灯组均可以在与信号机连接的阵列驱动器的控制下工作。
例如，由于入口车道的控制权相位的起止时刻(例如通行相位的起止时刻、过度相位的起止时刻或禁行相位的起止时刻等等)由信号机来决定，这些相位的起止时刻可记录在信号机所维护的相位配时表中，因此，信号机可获悉各入口车道的控制权相位的起止时刻，也就是说，信号机可获悉什么时刻是距所述入口车道xi的控制权相位的上一个路口冲突控制权相位结束还剩重叠时长Tcd_xi之时。而阵列驱动器则可从信号机或(或与信号机连接或由信号机控制的其他设备)直接或间接的获悉什么时刻是距所述入口车道xi的控制权相位的上一个路口冲突控制权相位结束还剩重叠时长Tcd_xi之时。举例来说，阵列驱动器可基于来自信号机(或与信号机连接或由信号机控制的其他设备)的针对通行相位或禁行相位的倒计时信号，获悉什么时刻是距所述入口车道xi的控制权相位的上一个路口冲突控制权相位结束还剩重叠时长Tcd_xi之时。
由上可见，本申请实施例的一些技术方案中，通过引入入口引导区和路口冲突控制权相位的重叠机制，在距当前控制权相位结束还剩重叠时长时，便可控制当前控制权相位的下一个路口冲突控制权相位开始放行。这样就实现了当前控制权相位还未结束时下一路口冲突控制权相位已经开始，实现路口冲突控制权相位的重叠，进而使得该下一路口冲突控制权相位对应的入口车道的车辆能够在入口引导区提前加速，如此，其到达路口时的车速可能已相对较高，因此通过该平面交叉路口的时间就能缩短，这种机制能够较大幅度的提高平面交叉路口的车辆通行效率，进而可为缓解交通拥堵奠定基础。
并且，由于所述横向地面交通信号灯组pxi和所述横向地面交通信号灯组qxi发出允许车辆通行的光信号的时刻间隔等于重叠时长，如此，入口车道xi上的车辆在所述Nxi个横向地面交通信号灯组的安全引导下行驶到路口时，之前与入口车道xi的控制权相位的路口冲突的上一个控制权相位已经结束，因此有利于使得入口车道xi上的车辆在路口不与其他路口冲突的通行车辆相互冲突，进而有利于使得入口车道xi上的车辆行驶过路口的安全性得以保证。
下面通过一个具体实例来说明。假设存在一南北向与东西向交叉的平面十字交叉路口，假设整个平面十字交叉路口的相位周期的总时长固定为120秒。整个平面十字交叉路口的一个相位周期为平面十字交叉路口的所有路口冲突车道的控制权相位(例如南北向直行车道、南北向左转车道、东西向直行车道和东西向左转车道的控制权相位)循环一周。在传统方案中的各组路口冲突车道的控制权相位的设置方式可如图5-b举例所示，各组路口冲突车道的控制权相位之间没有时间上的重叠，当整个平面十字交叉路口的相位周期的总时长假设固定为120秒，则南北向直行车道、南北向左转车道、东西向直行车道 和东西向左转车道这4组路口冲突车道的控制权相位一般分别为30秒。假设南北向左转车道的控制权相位的时长为30秒，图5-b中举例示出南北向左转车道的非控制权相位为0～90秒，图5-b中举例示出南北向左转车道的控制权相位为90～120秒。其中，南北向左转车道的控制权相位包括通行相位(例如绿灯相位)25秒、过渡相位(例如黄灯相位)3秒、清空相位(路口全红灯时段)约2秒。在此情况下，相应的有效通行时长可等于通行相位25秒-2秒(此处减去的2秒可认为是司机反应时间+车辆启动时间等，可称为通行相位损失时长)+可利用的过渡相位时长约1秒(假设过渡相位时长3秒包括：可利用的过渡相位时长约1秒+不可利用的过渡相位时长约2秒)，共计约24秒。单个控制权相位的总损失时间(可称控制权相位的转换损耗时长)等于不可利用的过渡相位时长约2秒+清空相位2秒+通行相位损失时长约2秒，也就是说总损失时间共计达到约6秒。
实施本申请方案后，假设路口冲突控制权相位的重叠时长(即预加速时长)为8秒。停车线与路口安全线之间的间距与重叠时长相适应，进而可实现路口冲突车道(例如，南北向直行车道与东西向直行车道)的控制权相位之间重叠8秒。按照重叠方式来设置的各组路口冲突车道的各种相位可如图5-c和图5-d举例所示。
图5-c所示举例中，以整个平面十字交叉路口的相位周期总时长仍固定为120秒为例。
其中，在图5-c举例所示场景中，由于南北向左转车道的控制权相位提前8秒开始，若其结束时间不变，那么其控制权相位的时长可由原来的30秒延长到38秒(图5-c中举例示出南北向左转车道的控制权相位为0～82秒，图5-c中举例示出南北向左转车道的控制权相位为82～120秒)，因此有效通行时长等于38秒-控制权相位的转换损耗时长(不可利用的过渡相位时长约2秒+清空相位约3秒(路口清空约2秒+入口引导区清空约1秒)+通行相位损失时长约2秒，共计约7秒)，共计约31秒。南北向直行车道、东西向直行车道和东西向左转车道的情况类似。
可见，在图5-c举例所示场景中，在整个平面十字交叉路口的相位周期的总时长(120秒)不变的条件下，南北向左转车道的单个控制权相位的有效通行时长相对提升(31-24)/24≈29％，有效通行时长的增加必然有利于提高车辆通行效率。
在图5-d所示举例中，以南北向直行车道、南北向左转车道、东西向直行车道和东西向左转车道这4组路口冲突车道的控制权相位的时长分别固定为30秒为例，在这种情况下，经过路口冲突控制权相位的重叠，如图5-d举例所示，整个平面十字交叉路口的相位周期总时长由120秒缩短为96秒。
在图5-d举例所示场景中，在整个平面十字交叉路口的相位周期的总时长较大幅度缩短(由120秒缩短为96秒)的情况下，由于南北向直行车道、南北向左转车道、东西向直行车道和东西向左转车道这4组路口冲突车道的控制权相位的时长都并未缩短，因此相应控制权相位的有效通行时长未缩短。由于整个平面十字交叉路口的相位周期的总时长缩短了，那么在同样时长范围(例如1小时之内)内可以安排的整个平面十字交叉路口的相位周期数量可以较大增加，这样同样时长范围的相应有效通行时长也必然会增加，有效通行时长的增加必然有利于提高车辆通行效率。可见，本申请实施例的一些技术方案在不缩短单个控制权相位的有效通行时长的基础上，平面十字交叉路口相位周期可使用总时长相对更短的小周期，这样有利于解决人们对平面十字交叉路口大周期的诟病，因为传统方案中，为了降低控制权相位的转换损耗时长占控制权相位时长的比重，通常采用的手段是将平面十字交叉路口的相位周期的总时长设置得非常长，例如有些平面十字交叉路口的单个相位周期的总时长甚至长达240秒，这使得行人和车辆等红灯的时间都非常长，这种等红灯时长有时挑战了人们容忍限度，导致广受人们诟病。
图5-c和图5-d所示举例中以时间上相邻的路口冲突控制权相位的重叠时长(即预加速时长)为8秒 为例来说明，重叠时长当然也可为其他时长，例如可为1秒、2秒、3.5秒、5秒或6秒、8秒、9秒、10秒或小于相应控制权相位时长的其它时长，相应实施方式可以此类推。图5-c和图5-d所示举例中以控制权相位包括通行相位、过渡相位和清空相位为例来说明，当然，控制权相位也可能是图2-c中所举例的其他组成形式，例如控制权相位可包括通行相位和清空相位，但不包括过渡相位。控制权相位为其他组成形式的相应实施方式可以此类推。
总的来看，实施本申请实施例的方案，可在整个平面十字交叉路口的相位周期的总时长固定不变的前提下相对提升有效通行时长，或者也可以在单个控制权相位时长不变的前提下缩短整个平面十字交叉路口的相位周期总时长。通过引入路口冲突控制权相位的重叠机制和入口引导区，不仅有利于抵消控制权相位的转换损耗时长，而且有利于大幅提高车辆通过路口的速度。根据时间＝距离/速度可知，在相同的时间内速度越快，则通过的车辆也就越多，通行效率也就越高。本申请实施例的技术方案与通过采取延长相位周期总时长来降低控制权相位的转换损耗时长比重的一些传统方案相比，不仅可大幅缩减整个平面十字交叉路口的相位周期总时长，而且也相对缩短了红灯等待时间，有利于减少燃油消耗和废气排放量。
举例来说，假设按每辆车每天要经过5个平面十字交叉路口，假设每个平面十字交叉路口少等待30秒红灯，怠速时燃油消耗平均每小时1升汽油来计算，那么以某市100万辆车计算，每年可节约上亿元的燃油。举例来说，(5*0.5分钟*1升/60分钟)*360天*100万辆＝1500万升。假设每升油按7元计算，每年可节约1500万升油*7元＝10500万元。这就在提高通行效率的同时节约了社会资源。
进一步的，实施本申请实施例方案的工程改造比较容易，原有交通设施亦可基本保留，例如原有的拍照感应等设施基本可继续使用。主要是调整各组路口冲突控制权相位的起止时刻，将现有技术中被设置于路口安全线位置(例如横向地面交通信号灯组pxi的设置位置)的停车线进行后移，使得路口安全线和停车线(例如横向地面交通信号灯组qxi的设置位置)在空间位置上分离，停车线与路口安全线之间的区域形成入口引导区。进一步的，由于停车线相对远离人行横道，那么车辆起步时就基本不用再担心会有行人从人行横道突然冲出来，行人过马路时也基本不必再担心有闯红灯的车辆撞上来，这样在一定程度上实现了人车分离互不干扰。
进一步的，由于在传统技术中，平面交叉路口的相位周期总时长通常都非常长，导致等待时间也非常长，且单个控制权相位的时长也较长。当两个平面交叉路口之间的距离比较近时，极易造成车辆在路口内滞留，这样就会影响相应的下一个控制权相位所放行的车辆通过路口，从而导致拥堵出现，俗称闯绿灯。雨雾天的交通大塞车多半也是由于这个原因导致的。实施本申请的一些技术方案之后，由于有利于缩短平面交叉路口的相位周期总时长，这样就有利于减少闯绿灯现象。同时，平面交叉路口相位周期总时长大幅缩短，可使单个相位周期所放行的公交车辆相对减少，有利于减少公交站台的公交列车化现象。
参见图6-a，本发明实施例还提供一种路口交通信号灯驱动系统，所述路口交通信号灯驱动系统包括路口交通信号灯阵列620和用于驱动所述路口交通信号灯阵列的阵列驱动器610，所述路口交通信号灯阵列620与所述阵列驱动器610连接(例如有线连接或无线连接)。其中，路口交通信号灯阵列620例如可以如上述实施例提供的任意一种路口交通信号灯阵列。
图6-b举例示出了信号机、阵列驱动器和路口交通信号灯阵列的一些可能的连接关系。
在实际应用中，每个横向地面交通信号灯组均可在阵列驱动器的驱动控制下工作。例如阵列驱动器可通过直接或间接向路口交通信号灯阵列输出控制信号或供电信号(控制信号或供电信号也可看成是 驱动信号的一些具体表现形式)，来驱动路口交通信号灯阵列工作。具体例如，阵列驱动器可通过向路口交通信号灯阵列中的横向地面交通信号灯组输出驱动信号(例如第一驱动信号、第二驱动信号或第三驱动信号)，来驱动相应横向地面交通信号灯组发出A1类光信号/A2类光信号/A3类光信号。
在实际应用中，信号机可向阵列驱动器610提供一些相关信号，例如信号机可向阵列驱动器610提供车道的通行相位或禁行相位的倒计时信号等，或者，信号机可向阵列驱动器610发送触发信号，触发信号例如可指示当前时刻为距入口车道xi的控制权相位的上一个路口冲突控制权相位结束还剩重叠时长Tcd_xi之时。信号机也可向阵列驱动器610发送记录了重叠时长Tcd_xi的配置文件等。
在上述实施例中，对各个实施例的描述都各有侧重，某个实施例中没有详述的部分，可以参见其他实施例的相关描述。
在本申请所提供的几个实施例中，应该理解到，所揭露的装置，可通过其它的方式实现。例如以上所描述的装置实施例仅仅是示意性的，例如所述单元的划分，仅仅为一种逻辑功能划分，实际实现时可以有另外的划分方式，例如，多个单元或组件可以结合或者可以集成到另一个系统，或者一些特征可以忽略，或者不执行。另一点，所显示或讨论的相互之间的耦合或直接耦合或通信连接可以是通过一些接口，装置或单元的间接耦合或通信连接，可以是电性或其它的形式。
所述作为分离部件说明的单元可以是或者也可以不是物理上分开的，作为单元显示的部件可以是或者也可以不是物理单元，即可以位于一个地方，或者也可以分布到多个网络单元上。可以根据实际的需要选择其中的部分或者全部单元来实现本实施例方案的目的。
所述集成的单元如果以软件功能单元的形式实现并作为独立的产品销售或使用时，可以存储在一个计算机可读取存储介质中。基于这样的理解，本申请的技术方案本质上或者说对现有技术做出贡献的部分或者该技术方案的全部或部分可以以软件产品的形式体现出来，该计算机软件产品存储在一个存储介质中，包括若干指令用以使得一台计算机设备(可为个人计算机、服务器或者网络设备等)执行本申请各个实施例所述方法的全部或部分步骤。而前述存储介质包括：U盘、移动硬盘、磁碟、光盘、只读存储器(ROM，Read-Only Memory)或随机存取存储器(RAM，Random Access Memory)等各种可以存储程序代码的介质。

Claims (10)

  1. 一种路口交通信号灯驱动系统，其特征在于，所述路口交通信号灯驱动系统包括路口交通信号灯阵列和用于驱动所述路口交通信号灯阵列的阵列驱动器，所述路口交通信号灯阵列与所述阵列驱动器连接，所述路口交通信号灯阵列包括Nxi个横向地面交通信号灯组；所述Nxi个横向地面交通信号灯组包括设置于平面交叉路口的入口车道xi的路口安全线位置的横向地面交通信号灯组pxi，所述Nxi个横向地面交通信号灯组还包括设置于所述入口车道xi的停车线位置的横向地面交通信号灯组qxi；
    其中，所述Nxi为大于1的整数；其中，所述Nxi个横向地面交通信号灯组中的每个横向地面交通信号灯组包括至少1个信号灯；其中，横向地面交通信号灯组i之中的部分或全部信号灯具有无线式驱动信号输入端口和/或有线式驱动信号输入端口；所述横向地面交通信号灯组i为所述Nxi个横向地面交通信号灯组之中的其中一个横向地面交通信号灯组或任意一个横向地面交通信号灯组。
  2. 根据权利要求1所述的路口交通信号灯驱动系统，其特征在于，所述横向地面交通信号灯组i之中的信号灯ia能够在第一驱动信号的驱动下发出禁止通行光信号，且所述信号灯ia还能够在第二驱动信号的驱动下发出允许通行光信号；或所述横向地面交通信号灯组i之中的信号灯ia能够在第一驱动信号的驱动下发出禁止通行光信号，且所述信号灯ia还能够在第二驱动信号的驱动下发出允许通行光信号，且所述信号灯ia还能够在第三驱动信号的驱动下发出警示通行光信号；其中，所述信号灯ia为所述横向地面交通信号灯组i中的其中一个信号灯或任意一个信号灯。
  3. 根据权利要求1所述的路口交通信号灯驱动系统，其特征在于，所述横向地面交通信号灯组i之中的i1个信号灯为能够发出禁止通行光信号的信号灯，并且所述横向地面交通信号灯组i之中的i2个信号灯为能够发出允许通行光信号的信号灯；
    或者，所述横向地面交通信号灯组i之中的i1个信号灯为能够发出禁止通行光信号的信号灯，并且所述横向地面交通信号灯组i之中的i2个信号灯为能够发出允许通行光信号的信号灯，并且所述横向地面交通信号灯组i之中的i3个信号灯为能够发出警示通行光信号的信号灯；
    其中，所述i1、所述i2和所述i3为大于1的整数。
  4. 根据权利要求1所述的路口交通信号灯驱动系统，其特征在于，
    所述横向地面交通信号灯组i的信号灯ia能够发出禁止通行光信号，所述横向地面交通信号灯组i之中的信号灯ib能够发出允许通行光信号；所述信号灯ia和所述信号灯ib为所述横向地面交通信号灯组i之中的其中两个位置相邻的信号灯，或者所述信号灯ia和信号灯ib为所述横向地面交通信号灯组i之中的任意两个位置相邻的信号灯；
    或者，所述横向地面交通信号灯组i之中的信号灯ia能够发出禁止通行光信号，所述横向地面交通信号灯组i之中的信号灯ib能够发出允许通行光信号，所述横向地面交通信号灯组i之中的信号灯ic能够发出警示通行光信号；所述信号灯ia、所述信号灯ib和所述信号灯ic为所述横向地面交通信号灯组i之中的其中三个位置相邻的信号灯，或者所述信号灯ia、所述信号灯ib和所述信号灯ic为所述横向地面交通信号灯组i之中的任意三个位置相邻的信号灯。
  5. 根据权利要求2至4任一项所述的路口交通信号灯驱动系统，其特征在于，所述禁止通行光信号为红色光信号、所述允许通行光信号为绿色光信号和/或所述警示通行光信号为黄色光信号。
  6. 根据权利要求1至4任一项所述的路口交通信号灯电路系统，其特征在于，所述Nxi个横向地面交通信号灯组还包括设置于所述入口车道xi上的所述路口安全线和所述停车线之间的Nxi-2个横向地面 交通信号灯组，所述Nxi为大于2的整数。
  7. 根据权利要求6所述路口交通信号灯驱动系统，其特征在于，所述横向地面交通信号灯组i之中的部分或全部信号灯的灯体被部分或全部掩埋于路面之下，或者所述横向地面交通信号灯组i之中的部分或全部信号灯的灯体被贴装于路面表面。
  8. 根据权利要求6所述的路口交通信号灯驱动系统，其特征在于，所述横向地面交通信号灯组i之中的部分或全部信号灯为道钉或灯带或石墨烯信号灯。
  9. 根据权利要求6所述的路口交通信号灯驱动系统，其特征在于，所述横向地面交通信号灯组i之中的信号灯ia包括：V个灯珠、用于驱动所述V个灯珠工作的电路板和用于容纳所述V个灯珠和所述电路板的壳体，所述电路板具有有线式驱动信号输入端口和/或无线式驱动信号输入端口；
    其中，所述V个灯珠包括：能够发出禁止通行光信号的v1个灯珠、能够发出允许通行光信号的v2个灯珠和.或能够发出A3类光信号的v3个灯珠，其中，所述v1、所述v2和所述v3为大于1或者等于1的正整数。
  10. 根据权利要求6所述的路口交通信号灯驱动系统，其特征在于，所述Nxi个横向地面交通信号灯组中的任意两个相邻横向地面交通信号灯组之间的间距相等，
    或所述Nxi个横向地面交通信号灯组中，距离所述横向地面交通信号灯组pxi越远的两个相邻横向地面交通信号灯组之间的间距越小，或者所述Nxi个横向地面交通信号灯组中，距离所述横向地面交通信号灯组pxi越远的两个相邻横向地面交通信号灯组之间的间距越小。
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