CN106781562B - Signal control system and method for single-lane bidirectional passing workshop intersection - Google Patents

Signal control system and method for single-lane bidirectional passing workshop intersection Download PDF

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CN106781562B
CN106781562B CN201611202142.1A CN201611202142A CN106781562B CN 106781562 B CN106781562 B CN 106781562B CN 201611202142 A CN201611202142 A CN 201611202142A CN 106781562 B CN106781562 B CN 106781562B
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traffic
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CN106781562A (en
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顾九春
姚琛
陈燕
王立刚
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Ludong University
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Abstract

The invention belongs to the field of intersection traffic signal control, and particularly relates to a signal control system and method for a single-lane bidirectional traffic workshop intersection. The signal control system consists of a vehicle detection system, a vehicle passing signal indication system, a passing signal control device, a transparent quick rolling door of a workshop passage and a traffic safety facility system; the control method is based on the design parameters of the intersection are firstly determined by the signal control system, then the traffic flow characteristics of a single lane and a passage in a workshop are determined, then the traffic safety facility system setting of the intersection is carried out, then a vehicle passing signal indication system is set, a vehicle detection system is laid, and finally the intersection control strategy and the timing scheme are determined. The invention provides a practical and feasible signal control system and method for an intersection between a single-lane bidirectional traffic crossing a workshop and an objective passage in the workshop, and solves the control problem of the intersection.

Description

一种单车道双向通行车间交叉口的信号控制系统及方法A signal control system and method for a single-lane two-way traffic workshop intersection

技术领域technical field

本发明属于交叉口交通信号控制领域,具体涉及一种单车道双向通行车间交叉口的信号控制系统及方法。The invention belongs to the field of traffic signal control at intersections, in particular to a signal control system and method for a single-lane two-way traffic workshop intersection.

背景技术Background technique

现行交叉口信号控制系统及方法可以控制双向道路相交形成的各类交叉口、单向道路与双向道路相交形成的交叉口、以及单向道路与单向道路相交形成的交叉口,不适于穿越车间的一次仅能通过单个方向车流、却需要交替双向通行的单车道与车间内的物流车双向通行通道形成的交叉口。尽管在车间规划中不提倡这种不通用的交叉口,但由于车间用地和环境制约以及车间规划的历史原因,一些厂区还存在中这种交叉口。The current intersection signal control system and method can control various intersections formed by the intersection of two-way roads, intersections formed by the intersection of one-way roads and two-way roads, and intersections formed by the intersection of one-way roads and one-way roads, and are not suitable for crossing workshops. An intersection formed by a single lane that can only pass through a single direction of traffic at a time, but requires alternate two-way traffic, and a two-way passage for logistics vehicles in the workshop. Although such non-universal intersections are not advocated in workshop planning, such intersections still exist in some factory areas due to workshop land and environmental constraints and historical reasons for workshop planning.

现有的中国专利文献CN203038471U单车道双向通行交通信号灯控制装置和CN103985259B小区单车道车辆出入示警系统都只涉及了单车道双向通行通道控制装置,未涉及交叉口控制系统,均不能解决面向穿越车间的单车道双向通行与车间内物流通道相交交叉口的信号控制,上述专利文献也均未涉及具体的控制方法;由于穿越车间的单车道双向通行与车间内物流通道相交交叉口车流组织的特殊性,目前尚缺一种切实、可行的控制系统及方法。现有采用人工现场指挥车流需要多名管理人员配合才行,致使路口管理成本高、管理效率低、路口通行不畅通等问题。Existing Chinese patent documents CN203038471U single-lane two-way traffic signal light control device and CN103985259B community single-lane vehicle entry and exit warning system all only relate to single-lane two-way traffic channel control device, do not involve intersection control system, all can not solve the problem facing crossing workshops. The above-mentioned patent documents do not involve specific control methods for the signal control at the intersection of single-lane two-way traffic and the logistics channel in the workshop; At present, there is still a lack of a practical and feasible control system and method. At present, the manual on-site command of traffic flow requires the cooperation of multiple management personnel, which leads to high intersection management costs, low management efficiency, and unsmooth intersections.

发明内容Contents of the invention

针对现有技术的不足,本发明提供了一种单车道双向通行车间交叉口的信号控制系统及方法。Aiming at the deficiencies of the prior art, the present invention provides a signal control system and method for a single-lane two-way traffic workshop intersection.

为了解决上述技术问题,本发明采用如下技术方案予以达到:In order to solve the above technical problems, the present invention adopts the following technical solutions to achieve:

一种单车道双向通行车间交叉口的信号控制系统,其特征在于,包括车辆检测系统,车辆通行信号指示系统,通行信号控制装置,车间通道透明快卷门,交通安全设施系统。A signal control system for a single-lane two-way traffic workshop intersection, which is characterized in that it includes a vehicle detection system, a vehicle traffic signal indication system, a traffic signal control device, a transparent fast rolling door for a workshop channel, and a traffic safety facility system.

所述车辆检测系统由常规车辆检测系统和优先物料车辆检测系统组成。常规车辆检测系统包含车辆检测器、4组车辆使用通道请求线圈和2组进口视频检测一体摄像机、2组通道通行方向检测线圈、2组开门请求检测线圈、2组通道使用结束检测线圈和2组出口视频检测一体摄像机;检测线圈和视频检测一体摄像机连接车辆检测器,车辆检测器与车辆检测系统连接。优先物料车辆检测系统包含检测主机、2组RFID天线、2组RFID读写器、车载RFID。所述RFID天线和RFID读写器为集成装置并与检测主机电连接,所述车辆检测器和检测主机均与位于信号控制装置内的车辆检测系统电连接。The vehicle detection system is composed of a conventional vehicle detection system and a priority material vehicle detection system. The conventional vehicle detection system includes a vehicle detector, 4 sets of vehicle use channel request coils and 2 sets of imported video detection integrated cameras, 2 sets of channel passing direction detection coils, 2 sets of door opening request detection coils, 2 sets of channel use end detection coils and 2 sets of An integrated video detection camera at the exit; the detection coil and the integrated video detection camera are connected to the vehicle detector, and the vehicle detector is connected to the vehicle detection system. The priority material vehicle detection system includes a detection host, 2 sets of RFID antennas, 2 sets of RFID readers, and vehicle-mounted RFID. The RFID antenna and the RFID reader are integrated devices and are electrically connected to the detection host, and both the vehicle detector and the detection host are electrically connected to the vehicle detection system located in the signal control device.

所述车辆通行信号指示系统由4组红黄绿灯盘组成的信号灯和4组LED文字提示屏组成。The vehicle passage signal indicating system is composed of 4 sets of red, yellow and green light panels consisting of signal lights and 4 sets of LED text prompt screens.

所述通行信号控制装置是一台道路交通信号控制机,其特征在于内置了本发明提出的控制策略,其输入端连接所述的车辆检测系统,其输出端连接所述的车辆通行信号指示系统。The passage signal control device is a road traffic signal control machine, which is characterized in that the control strategy proposed by the present invention is built in, its input end is connected to the vehicle detection system, and its output end is connected to the vehicle passage signal indication system .

所述车间通道透明快卷门,其用于解决穿越车间物料流动与保持车间内高度清洁的生产环境的矛盾,是一种缩短穿越车间车辆进出时间以及安全、可靠的隔断方式。其开启由门口进门请求触发线圈控制,且与对应车辆通行信号指示装置联动。The transparent fast rolling door for the workshop passage is used to solve the contradiction between the flow of materials passing through the workshop and maintaining a highly clean production environment in the workshop, and is a safe and reliable partition method that shortens the time for vehicles passing through the workshop. Its opening is controlled by the door entry request trigger coil, and is linked with the corresponding vehicle passage signal indicating device.

所述交通安全设施系统由地面直行指示标线、道路中央安全隔离柱、减速垄、地面禁止停车网状标线组成,其用于明确车辆路权。The traffic safety facility system is composed of straight-going indicator markings on the ground, safety isolation columns in the middle of the road, deceleration ridges, and mesh markings prohibiting parking on the ground, which are used to clarify the right of way of vehicles.

一种单车道双向通行车间交叉口信号控制方法,其特征在于,基于所述一种单车道双向通行车间交叉口信号控制系统,按照如下步骤进行。A single-lane two-way traffic vehicle intersection signal control method is characterized in that, based on the single-lane two-way traffic vehicle traffic signal control system, the following steps are carried out.

步骤A:首先确定交叉口的设计参数;Step A: first determine the design parameters of the intersection;

这里交叉口设计参数包括:单车道两侧入口渠化段长度Le和Lw、单车道两端长度Let 和Lwt、车间内单车道长度LL;这些参数的获取方法,包括以下两种:Here, the design parameters of the intersection include: the lengths Le and Lw of the entrance channelization sections on both sides of the single lane, the lengths of both ends of the single lane L et and L wt , and the length LL of the single lane in the workshop; the methods for obtaining these parameters include the following two:

1)现场调查测量,获取交叉口设计参数。如图2,利用测距仪测量单车道两侧入口渠化段长度Le和Lw、单车道两端长度 Let 和Lwt 、车间内单车道长度LL;1) On-site investigation and measurement to obtain intersection design parameters. As shown in Figure 2, use the rangefinder to measure the lengths Le and Lw of the channelized sections of the entrances on both sides of the single lane, the lengths of both ends of the single lane L et and L wt , and the length LL of the single lane in the workshop;

2)收集查阅交叉口设计图纸,直接获取交叉口的设计参数。2) Collect and consult the intersection design drawings, and directly obtain the design parameters of the intersection.

步骤B:其次确定单车道及车间内通道的交通流特性;Step B: secondly determine the traffic flow characteristics of the single lane and the passage in the workshop;

这里的交通流特性包括五个参数:各通行方向的交通流量Qi,单位:veh/h;各通行方向物流车比例Pi,单位:%;通行方向对应图2中F1、F2、F3、F4共4个车流流向。车间内通道通行方向物流车车头时距Hi,单位s;车间内通道通行方向物流车车头间距Di,单位m;通行方向对应图2中F1、F3两个流向。单车道内车流的平均速度Vaveragei ,单位m/s。这些参数的获取方法,包括以下两种:The traffic flow characteristics here include five parameters: the traffic flow Qi in each direction of passage, unit: veh/h; the proportion of logistics vehicles Pi in each direction of passage, unit: %; 4 traffic flow directions. The headway distance of logistics vehicles in the direction of passage in the workshop Hi, unit s; the distance between the heads of logistics vehicles in the direction of passage in the workshop Di, unit m; the direction of passage corresponds to the two flow directions F1 and F3 in Figure 2. The average speed V averagei of the traffic flow in the single lane, the unit is m/s. There are two ways to obtain these parameters:

1)现场交通调查,获取计算单车道及车间内通道的通行方向交通流特性数据。这种方法针对于已采用人工指挥管理交叉口升级为信号控制交叉口,调查高峰时段该交叉口各通行方向通过的车辆总数、各通行方向通过的物流车数,利用调查得到的数据计算该交叉口各通行方向的交通流量Qi,各通行方向物流车比例Pi;调查车间内通道通行方向物流车车头时距Hi和车头间距Di;调查单车道内通行车辆的平均通过时间,利用调查得到的数据计算单车道内车流的平均速度Vaveragei1) On-site traffic survey, to obtain and calculate traffic flow characteristics data in the direction of passage of single lanes and workshop passages. This method is aimed at the intersection that has been upgraded to a signal-controlled intersection that has been manually commanded and managed. It investigates the total number of vehicles passing through the intersection in each direction of traffic and the number of logistics vehicles passing in each direction during peak hours, and uses the data obtained from the investigation to calculate the intersection. The traffic flow Qi in each direction of passage at the entrance, the proportion Pi of logistics vehicles in each direction of passage; investigate the headway Hi and distance Di of logistics vehicles in the direction of passage in the workshop; investigate the average passing time of vehicles in the single lane, and use the data obtained from the investigation to calculate The average speed V averagei of the traffic flow in the single lane;

2)分析预测,直接确定单车道及车间内通道的交通流特性。这种方法针对于新建交叉口信号控制,在规划设计阶段充分考虑了交叉口交通需求,得出该交叉口各通行方向的交通流量Qi,各通行方向物流车比例Pi,车间内通道通行方向物流车车头时距Hi和车头间距Di,单车道内车流的平均速度Vaveragei2) Analyze and predict, and directly determine the traffic flow characteristics of single lanes and workshop passages. This method is aimed at the signal control of newly built intersections. In the planning and design stage, the traffic demand of the intersection is fully considered, and the traffic flow Qi in each direction of the intersection is obtained, the proportion of logistics vehicles in each direction Pi, and the logistics volume in the direction of the passage in the workshop. Headway Hi and headway Di, average speed V averagei of traffic flow in single lane.

步骤C:然后设置交叉口交通安全设施系统;Step C: then the intersection traffic safety facility system is set;

一种单车道双向通行车间交叉口信号控制系统运行的基础保障是交叉口安全设施系统,如图2,交叉口共有AP1、AP2、AP3、AP4四个进口道,每个进口道根据车流通行需求已经进行了渠化处理,共有F1、F2、F3、F4四个车流流向。该发明的一个特征在于在单车道进行渠化设计,将单车道每端设置为入车请求区和出车区,入车请求区和出车区之间设置道路中央隔离柱,施划地面直行方向指示标线。在单车道车间内部分设置禁止停车网状标线、进入车间两侧通道透明快卷门前设置减速垄。The basic guarantee for the operation of a one-lane two-way traffic workshop intersection signal control system is the intersection safety facility system. As shown in Figure 2, there are four entrances at the intersection, AP1, AP2, AP3, and AP4. The demand has been channelized, and there are four traffic flows of F1, F2, F3, and F4. A feature of this invention is that the channelization design is carried out on the single lane, and each end of the single lane is set as an entry request area and an exit area, and a central separation column is set between the entry request area and the exit area, and the ground is planned to go straight Direction marking markings. Partially set up no-parking mesh markings in the single-lane workshop, and set up deceleration ridges in front of the transparent fast-rolling doors on both sides of the workshop.

步骤D: 设置车辆通行信号指示系统;Step D: set the vehicle traffic signal indicating system;

根据车流F1、F2、F3、F4的驾驶员视点分布和车流平均速度,结合通用信号灯设置规范,四组信号灯均由上红、中黄、下绿三个箭头灯盘组成,采用竖向安装,如图2。本发明的一个主要特点在于单车道两端入车请求区设置信号灯且同时设置文字提示屏,信号灯与文字屏联动。文字提示屏同步显示文字信息进一步明确单车道通行方向的路权,避免因单车道交替使用时车间内通道意外占用造成通道堵塞。According to the driver's viewpoint distribution and the average speed of the traffic flow F1, F2, F3, F4, combined with the general signal light setting specifications, the four sets of signal lights are composed of three arrow light panels with upper red, middle yellow and lower green, and are installed vertically. Figure 2. A main feature of the present invention is that signal lamps and text prompt screens are set in the entry request area at both ends of the single lane, and the signal lamps and text screens are linked. The text prompt screen synchronously displays text information to further clarify the right of way in the direction of single-lane traffic, so as to avoid channel blockage caused by accidental occupancy of the workshop channel when single-lane lanes are used alternately.

步骤E:布设车辆检测系统;Step E: deploy vehicle detection system;

为了实现所述信号控制策略,交叉口设置由常规车辆检测系统和优先物流车辆检测系统组成的车辆检测系统,如图2。常规车辆检测系统包含:车辆检测器B2;在交叉口AP1、AP3进口设置地面车辆检测线圈NN、SS,用于检测车流F1、F3是否有车辆通行需求。在交叉口AP2进口设置地面车辆检测线圈E1、ed、ED和进口车辆视频检测一体摄像机D6,在AP2出口设置地面线圈W2和出口车辆视频检测一体摄像机D5。所述线圈E1用于检测AP2进口车流F2是否有车辆通行请求、采集车流F2的交通流量Q2、车头时距H2、车头间距间距D2。所述线圈ED、ed为车间双侧透明快卷门开启请求线圈,当车辆按先占用线圈ED、后占用线圈ed时双侧透明快卷门打开。所述线圈W2为通道使用结束线圈。所述进口车辆视频检测一体摄像机D6和出口车辆视频检测一体摄像机D5用于采集过车图像及车牌号数据。在交叉口AP4进口设置地面车辆检测线圈W1、wd、WD和进口车辆视频检测一体摄像机D3,在AP4出口设置地面线圈W1和出口车辆视频检测一体摄像机D1。所述线圈W1用于检测进口AP4是否有车辆通行请求、采集车流F4的交通流量Q4、车头时距H4、车头间距间距D4。所述线圈WD、wd为车间双侧透明快卷门开启请求线圈,当车辆按先占用线圈WD、后占用线圈wd时双侧透明快卷门打开。所述线圈E2为通道使用结束线圈。所述进口车辆视频检测一体摄像机D3和出口车辆视频检测一体摄像机D1用于采集过车图像及车牌号数据。通过对比摄像机D6与D1、D3与D5采集车牌号数据是否一致来判断单车道是否有车辆在通行,确保单车道驶入的车辆穿越车间连廊后驶出。当车辆检测系统判定单车道车辆已使用结束,且门自身检测系统检测车辆完全通过后则门落下关闭In order to implement the signal control strategy, a vehicle detection system consisting of a conventional vehicle detection system and a priority logistics vehicle detection system is set at the intersection, as shown in Figure 2. The conventional vehicle detection system includes: vehicle detector B2; ground vehicle detection coils NN and SS are installed at the entrances of intersections AP1 and AP3 to detect whether there is a vehicle traffic demand for traffic flow F1 and F3. Set ground vehicle detection coils E1, ed, ED and integrated camera D6 for video detection of imported vehicles at the entrance of intersection AP2, and set ground coil W2 and integrated camera D5 for video detection of exit vehicles at the exit of AP2. The coil E1 is used to detect whether there is a vehicle passage request for the incoming traffic flow F2 of AP2, and to collect the traffic flow Q2 of the traffic flow F2, the time headway H2, and the headway distance D2. The coils ED and ed are request coils for opening the double-sided transparent fast rolling doors of the workshop. When the vehicle first occupies the coil ED and then occupies the coil ed, the double-sided transparent fast rolling doors are opened. The coil W2 is a channel usage end coil. The imported vehicle video detection integrated camera D6 and the exported vehicle video detection integrated camera D5 are used to collect passing vehicle images and license plate number data. Set ground vehicle detection coils W1, wd, WD and integrated camera D3 for video detection of imported vehicles at the entrance of intersection AP4, and set ground coil W1 and integrated camera D1 for video detection of exit vehicles at the exit of AP4. The coil W1 is used to detect whether there is a vehicle passing request at the entrance AP4, and to collect the traffic flow Q4 of the vehicle flow F4, the time headway H4, and the headway distance D4. The coils WD and wd are request coils for opening the double-sided transparent fast rolling doors of the workshop. When the vehicle first occupies the coil WD and then occupies the coil wd, the double-sided transparent fast rolling doors are opened. The coil E2 is a channel use end coil. The imported vehicle video detection integrated camera D3 and the exported vehicle video detection integrated camera D1 are used to collect passing vehicle images and license plate number data. By comparing whether the license plate number data collected by cameras D6 and D1, D3 and D5 are consistent, it is judged whether there is a vehicle passing in the single lane, so as to ensure that the vehicles entering the single lane pass through the workshop corridor and then drive out. When the vehicle detection system determines that the single-lane vehicle has been used, and the door self-detection system detects that the vehicle has passed through completely, the door will drop and close

优先物流车辆检测系统包含设置于AP2进口的RFID天线和RFID读写器集成装置D7,设置于AP4进口的RFID检测主机B2、RFID天线和RFID读写器集成模块D2,以及设置于物流车上的车载RFID卡。所述优先物流车辆检测系统用于检测单车道AP2进口、AP4进口需要优先通行的物流车辆,并将优先请求传输至通行信号控制装置内车辆检测系统。The priority logistics vehicle inspection system includes the RFID antenna and RFID reader integration device D7 installed at the entrance of AP2, the RFID detection host B2, the RFID antenna and RFID reader integration module D2 installed at the entrance of AP4, and the integrated module D2 installed on the logistics vehicle. Vehicle RFID card. The priority logistics vehicle detection system is used to detect the logistics vehicles that require priority passage at the AP2 entrance and AP4 entrance of the single lane, and transmit the priority request to the vehicle detection system in the traffic signal control device.

步骤F:确定交叉口控制策略和基本配时。Step F: Determine the intersection control strategy and basic timing.

1)车辆通行优先等级确定1) Determination of vehicle traffic priority

本发明充分考虑车间物流车辆通行与车间生产拉动的一致性,基于物流车流动顺畅是生产流程连续化的关键需求,确定了车间内通道AP1、AP3进口通行物流车流具有最高级别优先通行权;对于穿越车间使用单车道AP2、AP4进口道通行的物流车辆具有第二级别优先通行权,第二级别优先采用请求时优先方式;对于穿越车间使用单车道AP2、AP4进口通行的其他车辆具有最低级别通行权。The present invention fully considers the consistency between the passage of logistics vehicles in the workshop and the pull of production in the workshop, and based on the fact that the smooth flow of logistics vehicles is the key requirement for the continuous production process, it is determined that the flow of logistics vehicles in the passages AP1 and AP3 in the workshop has the highest priority right of way; for Logistics vehicles passing through the workshop using the single-lane AP2 and AP4 entrance lanes have the second-level right of way, and the second-level priority adopts the way of request priority; other vehicles passing through the workshop using the single-lane AP2 and AP4 entrances have the lowest level of passage right.

2)交叉口信号相位相序确定2) Determination of the phase sequence of the signal at the intersection

基于所述车辆通行优先等级及交叉口交通条件,车间内通道AP1、AP3进口通行物流车流F1、F3为第一相位ST1,穿越车间单车道AP2、AP4进口车流F2、F4分相位设置,满足交替使用单车道实现双向通行,将F2、F4车流中物流车比例大、优先需求高的方向作为第二相位ST2,物流车比例小、优先需求次之的作为第三相位ST3。如图3(在此假设F2物流车比例大、优先需求高)。Based on the priority level of vehicles and the traffic conditions at the intersection, the flow of logistics vehicles F1 and F3 passing through the passages AP1 and AP3 in the workshop is the first phase ST1, and the flow of F2 and F4 passing through the single lanes of the workshop AP2 and AP4 is set in phases to meet the requirement of alternating Two-way traffic is realized by using a single lane, and the direction with a large proportion of logistics vehicles and high priority demand in the F2 and F4 traffic flows is the second phase ST2, and the direction with a small proportion of logistics vehicles and the second priority demand is the third phase ST3. As shown in Figure 3 (here, it is assumed that the proportion of F2 logistics vehicles is large and the priority demand is high).

3)信号控制策略的确定3) Determination of signal control strategy

基于所述交叉口信号相位相序方案,本发明提出了一种单车道双向通行车间交叉口的信号控制策略,给出了相位切换方法和相位优先方法,相位切换和优先流程如图4所示。Based on the intersection signal phase sequence scheme, the present invention proposes a signal control strategy for a single-lane two-way traffic workshop intersection, and provides a phase switching method and a phase priority method. The phase switching and priority flow are shown in Figure 4 .

Step1:路口开始运行第一相位ST1,车间内连廊通道AP1、AP3进口车流F1、F3通行,车流F1、F3通行最小绿灯时间后,如果检测到通道AP2进口车流F2来车,则相位ST1结束执行Step2,否则跳过相位ST2再检测通道AP4进口车流F4是否来车,如果检测到AP4进口车流F4来车,则执行Step3,否则跳过相位ST3执行Step1。Step1: The first phase ST1 starts to run at the intersection, and the entrance traffic flow F1 and F3 of the corridor passage AP1 and AP3 in the workshop pass through. After the minimum green light time for the traffic flow F1 and F3 to pass, if the entrance traffic flow F2 of the passage AP2 is detected, the phase ST1 ends Execute Step2, otherwise skip phase ST2 and then check whether the incoming traffic flow F4 of channel AP4 is coming. If it detects incoming traffic flow F4 at AP4, execute Step3, otherwise skip phase ST3 and execute Step1.

Step2:路口开始运行第二相位ST2,穿越车间单车道通道AP2进口车流F2通行,车流F2运行最小绿灯时间 Gmin(2)后,检测到后续车流F2中有物料车优先请求,则每测得一次优先,相位ST2绿灯时间延长单位绿灯延长时间X秒,如果在车流F2最大绿灯时间 Gmax(2)内未连续检测到优先请求或绿灯时间达到车流F2最大绿灯时间 Gmax(2)则结束相位ST2,然后检测通道AP4进口车流F4是否来车,如果检测到AP4进口F4车流来车则执行Step3,否则跳过相位ST3返回执行Step1。Step2: The intersection starts to run the second phase ST2, crossing the single-lane passage AP2 of the workshop, the entrance traffic flow F2 passes through, and after the traffic flow F2 runs the minimum green light time G min (2), it is detected that there is a priority request for material vehicles in the subsequent traffic flow F2, then every measured One-time priority, phase ST2 green light time extension unit green light extension time X seconds, if no priority request is continuously detected within the maximum green light time G max (2) of traffic flow F2 or the green light time reaches the maximum green light time G max (2) of traffic flow F2, it will end Phase ST2, and then detect whether the traffic flow F4 at the entrance of channel AP4 is coming. If it is detected that the traffic flow at the entrance F4 of AP4 is coming, then execute Step3, otherwise skip phase ST3 and return to Step1.

Step3:路口开始运行第三相位ST3,穿越车间单车道通道AP4进口车流F4通行,车流F4运行最小绿灯时间Gmin(4)后,如果检测到车流F1、F3来车则结束相位ST3返回执行Step1;如果未检测到车流F1、F3来车,检测到通道AP4进口车流F4中有物料车辆优先请求,则每测得一次优先,相位ST3绿灯时间延长单位绿灯延长时间X秒,如果在车流F4最大绿灯时间Gmax(4)内未连续检测到优先请求或绿灯时间达到车流F4最大绿灯时间 Gmax(4)则结束相位ST3执行Step1。Step3: The third phase ST3 starts to run at the intersection, crossing the single-lane passage AP4 of the workshop, the entrance traffic flow F4 passes, and the traffic flow F4 runs for the minimum green light time G min (4), if the traffic flow F1 and F3 are detected, the phase ST3 ends and returns to Step1 ; If no traffic flow F1 and F3 are detected, and there is a priority request for material vehicles in the entrance traffic flow F4 of the channel AP4, then each time the priority is measured, the green light time of phase ST3 is extended by the unit of green light extension time X seconds. If the priority request is not continuously detected within the green light time G max (4) or the green light time reaches the maximum green light time G max (4) of the traffic flow F4, the phase ST3 ends and Step1 is executed.

优选地,所述最小绿灯时间的确定方法如下:Preferably, the determination method of the minimum green light time is as follows:

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其中:

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为车流Fi最小绿灯时间;
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车流Fi启动延误,一般取值为5s,也可调查获得;
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为车流Fi平均车头间距;
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为车流Fi平均速度;N为一次配送物流车辆数或平均排队车辆数。in:
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is the minimum green light time for the traffic flow Fi;
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The start delay of the traffic flow Fi, which is generally set at 5s, can also be obtained through investigation;
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is the average headway distance of the traffic flow Fi;
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is the average speed of the traffic flow Fi; N is the number of logistics vehicles for a distribution or the average number of queuing vehicles.

优选地,车流Fi绿灯单车绿灯延长时间X的确定方法为:Preferably, the determination method of the green light extension time X of the green light of the traffic flow Fi is as follows:

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,
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其中,

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为车流Fi的车头时距;
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为单车道进口AP2、AP4渠化段长度;
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为车流Fi平均速度;
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为车辆从被检测到通过渠化段驶入单车道的时间
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为加权系数。in,
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is the headway of the traffic flow Fi;
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is the length of the channelized section of AP2 and AP4 at the single-lane entrance;
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is the average speed of the traffic flow Fi;
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is the time from when the vehicle is detected to enter the single lane through the channelized section
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is the weighting coefficient.

优选地,所述最大绿灯时间确定方法如下:Preferably, the method for determining the maximum green light time is as follows:

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,
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其中:

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为车流Fi最大绿灯时间;
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为相位ST2清空全红时间;
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为相位ST3清空全红时间;
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为黄灯时间,按3秒取值;Le、Lw为单车道两侧入口渠化段长度;
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为单车道两端长度;LL为车间内单车道长度;
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最大信号周期。in:
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is the maximum green light time for the traffic flow Fi;
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Clear full red time for phase ST2;
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Clear all red time for phase ST3;
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is the time of the yellow light, which is taken as 3 seconds; Le and Lw are the lengths of the channelized sections at the entrances on both sides of the single lane;
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is the length of both ends of the single lane; LL is the length of the single lane in the workshop;
Figure 780799DEST_PATH_IMAGE021
Maximum signal period.

4)最大信号周期

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的确定4) Maximum signal period
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determination of

基于图4信号控制策略,虽然不需要传统信号控制的周期时间约束,但由于车间内AP1、AP3进口车流F1、F3通过交叉口的物流车辆通行基本具有节拍性,为了确保优先层级最高的相位ST1满足物流车辆通行权与生产物流车配送节拍

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(单位:分钟)相一致,基于所述信号控制策略,当交叉口信号控制相位相序方案运行穿越单车道车流的相位ST2或相位ST3以及相位ST2和相位ST3时,需要通过最大信号周期保障车间内AP1、AP3进口车流F1、F3按日常生产所需配送节拍通过路口。最大信号周期(
Figure 155913DEST_PATH_IMAGE024
)按照配送节拍
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确定:Based on the signal control strategy in Figure 4, although the cycle time constraints of traditional signal control are not required, since the flow of logistics vehicles F1 and F3 from AP1 and AP3 in the workshop through the intersection is basically rhythmic, in order to ensure the phase ST1 with the highest priority Satisfy the right of way of logistics vehicles and the delivery rhythm of production logistics vehicles
Figure 468449DEST_PATH_IMAGE023
(Unit: minute) Consistent, based on the signal control strategy, when the intersection signal control phase sequence scheme runs phase ST2 or phase ST3 and phase ST2 and phase ST3 crossing single-lane traffic flow, it is necessary to ensure the workshop through the maximum signal cycle The imported traffic flow F1 and F3 of AP1 and AP3 pass through the intersection according to the distribution rhythm required by daily production. Maximum signal period (
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) according to delivery beat
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Sure:

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(1)
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(1)

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(2)
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(2)

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(3)
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(3)

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(4)
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(4)

其中,

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为相位ST1最小绿灯时间;
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物流车辆配送间隔,单位:分钟;
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分别为相位ST2、相位ST3最大绿灯时间;
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为相位ST2清空全红时间;
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为相位ST3清空全红时间;
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为黄灯时间,按3秒取值;Le、Lw为单车道两侧入口渠化段长度;
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为单车道两端长度;LL为车间内单车道长度;in,
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is the minimum green light time of phase ST1;
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Logistics vehicle distribution interval, unit: minute;
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Respectively, phase ST2, phase ST3 maximum green light time;
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Clear full red time for phase ST2;
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Clear all red time for phase ST3;
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is the time of the yellow light, which is taken as 3 seconds; Le and Lw are the lengths of the channelized sections at the entrances on both sides of the single lane;
Figure 361679DEST_PATH_IMAGE020
is the length of both ends of the single lane; LL is the length of the single lane in the workshop;

基于所述信号控制策略,当交叉口信号控制相位相序方案不运行穿越单车道车流的相位ST2和相位ST3时,相当于相位ST1常亮绿灯,不使用确定的最大信号周期

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。Based on the signal control strategy, when the intersection signal control phase sequence scheme does not operate the phase ST2 and phase ST3 of crossing single-lane traffic flow, it is equivalent to the constant green light of phase ST1, and does not use the determined maximum signal cycle
Figure 280087DEST_PATH_IMAGE034
.

本发明的有益效果:Beneficial effects of the present invention:

1)与传统交叉口信号控制相比,本发明提出的一种单车道双向通行车间交叉口的信号控制系统及方法,能解决这种特殊交叉口的信号控制问题;1) Compared with traditional intersection signal control, a signal control system and method for a single-lane two-way traffic workshop intersection proposed by the present invention can solve the signal control problem of this special intersection;

2)本发明解决了单车道双向通行控制策略下的物流车优先控制,保障了车间生产过程的连续性;2) The invention solves the priority control of logistics vehicles under the single-lane two-way traffic control strategy, ensuring the continuity of the workshop production process;

3)本发明设置了穿越车间通道两侧的透明快卷门、门的启闭且与信号控制同步,解决了穿越车间的快速物料流动与保持车间内高度清洁生产环境的矛盾。3) The present invention sets transparent fast rolling doors across both sides of the workshop passage, and the opening and closing of the doors are synchronized with the signal control, which solves the contradiction between the rapid flow of materials across the workshop and the maintenance of a highly clean production environment in the workshop.

附图说明:Description of drawings:

图1是本发明交叉口示意图及信号控制系统组成;Fig. 1 is the composition of intersection schematic diagram and signal control system of the present invention;

图2是本发明交叉口信号控制设计参数示意图;Fig. 2 is a schematic diagram of design parameter of intersection signal control of the present invention;

图3是本发明信号相位相序方案示意图;Fig. 3 is a schematic diagram of the signal phase sequence scheme of the present invention;

图4是本发明信号控制策略实现流程图;Fig. 4 is the flow chart of realizing the signal control strategy of the present invention;

图5是本发明方法的整体流程图;Fig. 5 is the overall flowchart of the inventive method;

其中:B1.通行信号控制装置;B2.车辆检测器;B3.RFID检测主机;D1、D3、D4、D6.一体化摄像机;D2、D5.RFID读写器与RFID天线集成装置;

Figure 964010DEST_PATH_IMAGE035
.车载RFID卡;S1、S3、S5、S7.信号灯;S2、S4、S6、S8.LED文字提示屏;M1、M2.车间通道透明快卷门;TS1.地面直行指示标线;TS2.道路中央安全隔离柱;TS3.减速垄;TS4.地面禁止停车网状标线;NN、SS、E1、E2、ED、ed、W1、W2、WD、wd.车辆检测线圈。Among them: B1. Traffic signal control device; B2. Vehicle detector; B3. RFID detection host; D1, D3, D4, D6. Integrated camera; D2, D5. RFID reader and RFID antenna integration device;
Figure 964010DEST_PATH_IMAGE035
.Vehicle RFID card; S1, S3, S5, S7. Signal lights; S2, S4, S6, S8. LED text prompt screen; M1, M2. Transparent fast rolling door for workshop passage; TS1. Straight line on the ground; TS2. Road Central safety isolation column; TS3. Deceleration ridge; TS4. No parking mesh marking on the ground; NN, SS, E1, E2, ED, ed, W1, W2, WD, wd. Vehicle detection coils.

具体实施方式:Detailed ways:

下面结合附图对本发明作更进一步说明。一种单车道双向通行车间交叉口的信号控制系统及方法包括一种单车道双向通行车间交叉口的信号控制系统和基于所述信号控制系统的控制方法。The present invention will be further described below in conjunction with accompanying drawing. A signal control system and method for a single-lane two-way vehicle-vehicle intersection includes a signal control system for a single-lane two-way vehicle-vehicle intersection and a control method based on the signal control system.

一种单车道双向通行车间交叉口的信号控制系统,其特征在于,包含车辆检测系统、车辆通行信号指示系统、通行信号控制装置、车间通道透明快卷门、交通安全设施系统。A signal control system for a single-lane two-way traffic workshop intersection, which is characterized in that it includes a vehicle detection system, a vehicle traffic signal indication system, a traffic signal control device, a transparent fast rolling door for a workshop channel, and a traffic safety facility system.

结合图1。Combined with Figure 1.

所述车辆检测系统包括由车辆检测器(B2)、检测线圈(NN、SS、E1、E2、ED、ed、W1、W2、WD、wd)组成的常规车辆检测系统和由RFID检测主机(B3)、RFID读写器与RFID天线集成装置(D2、D5)、车载RFID(

Figure 459713DEST_PATH_IMAGE035
)组成的优先物流车辆检测系统。所述车辆检测器(B2)与检测线圈(NN、SS、E1、E2、ED、ed、W1、W2、WD、wd)电连接,所述RFID检测主机(B3)与RFID读写器与RFID天线集成装置(D2、D5)电连接,所述车辆检测器(B2)和RFID检测主机(B3)与位于通行信号控制装置(B1)内的车辆检测系统电连接,所述车辆检测系统连接于通行信号控制装置(B1)的输入端。The vehicle detection system includes a conventional vehicle detection system composed of a vehicle detector (B2), detection coils (NN, SS, E1, E2, ED, ed, W1, W2, WD, wd) and an RFID detection host (B3 ), RFID reader and RFID antenna integration device (D2, D5), vehicle-mounted RFID (
Figure 459713DEST_PATH_IMAGE035
) composed of priority logistics vehicle detection system. The vehicle detector (B2) is electrically connected to the detection coils (NN, SS, E1, E2, ED, ed, W1, W2, WD, wd), and the RFID detection host (B3) is connected to the RFID reader and RFID The antenna integration device (D2, D5) is electrically connected, the vehicle detector (B2) and the RFID detection host (B3) are electrically connected to the vehicle detection system located in the traffic signal control device (B1), and the vehicle detection system is connected to Input terminal of the traffic signal control device (B1).

所述车辆通行信号指示系统由电连接于通行信号控制装置(B1)输出端的信号灯(S1、S3、S5、S7)和LED文字提示屏(S2、S4、S6、S8)组成。The vehicle passage signal indicating system is composed of signal lamps (S1, S3, S5, S7) and LED text prompt screens (S2, S4, S6, S8) electrically connected to the output end of the passage signal control device (B1).

所述通行信号控制装置(B1)是一台道路交通信号控制机,其特征在于内置了本发明提出的控制策略,其输入端连接所述的车辆检测系统,其输出端连接所述的车辆通行信号指示系统。The traffic signal control device (B1) is a road traffic signal control machine, which is characterized in that the control strategy proposed by the present invention is built in, its input terminal is connected to the vehicle detection system, and its output terminal is connected to the vehicle traffic signal control system. Signaling system.

所述车间通道透明快卷门(M1、M2),用于保持车间内清洁的生产环境,其开启由门口进门请求触发检测线圈(ED、ed、WD、wd)控制,且与对应通行信号灯(S3、S7)联动,实现开启;当所述的车辆检测系统根据采集的数据检测到穿越车间的单车道无车通行时,门落下关闭。The transparent fast rolling doors (M1, M2) of the workshop passage are used to maintain a clean production environment in the workshop. The opening is controlled by the detection coils (ED, ed, WD, wd) triggered by the door entry request, and is connected with the corresponding traffic lights ( S3, S7) linkage to realize opening; when the vehicle detection system detects that there is no vehicle passing through the single lane of the workshop according to the collected data, the door falls and closes.

所述的交通安全设施系统包含地面直行指示标线(TS1)、道路中央安全隔离柱(TS2)、减速垄(TS3)、地面禁止停车网状标线(TS4)。The traffic safety facility system includes the straight line on the ground (TS1), the safety isolation column in the middle of the road (TS2), the deceleration ridge (TS3), and the mesh marking line for prohibiting parking on the ground (TS4).

一种单车道双向通行车间交叉口的信号控制方法,其特征在于,基于上述信号控制系统(图1)、按照图5给出的步骤、图4所示的信号控制策略实施流程进行交叉口车流的控制。本发明以烟台某企业车间交叉口为实施例进行说明,交叉口设计示意图如图2所示。A signal control method for a single-lane two-way traffic workshop intersection, characterized in that, based on the above-mentioned signal control system (Figure 1), according to the steps given in Figure 5 and the implementation process of the signal control strategy shown in Figure 4, the traffic flow at the intersection is controlled. control. The present invention is described by taking the intersection of workshops of an enterprise in Yantai as an example, and the schematic diagram of the intersection design is shown in Figure 2 .

步骤如下。Proceed as follows.

步骤A:首先确定交叉口的设计参数;具体包括该交叉口:单车道两侧入口渠化段长度Le和Lw、单车道两端长度

Figure 517143DEST_PATH_IMAGE036
、车间内单车道长度LL;本实施例中,采用现场测量图2中的设计参数,Le=Lw=8米,Let=Lwt=6米,LL=12米。Step A: first determine the design parameters of the intersection; specifically include the intersection: lengths Le and Lw of the entrance channelization section on both sides of the single-lane, lengths of both ends of the single-lane
Figure 517143DEST_PATH_IMAGE036
, Single-lane length LL in the workshop; In the present embodiment, adopt the design parameter in the field measurement Fig. 2, Le=Lw=8 meters, Let=Lwt=6 meters, LL=12 meters.

步骤B:其次确定单车道及车间内通道的交通流特性;具体包括该交叉口:各通行方向的交通流量Qi,单位:veh/h;各通行方向物流车比例Pi,单位:%;通行方向对应图2中F1、F2、F3、F4共4个车流流向。车间内通道通行方向物流车车头时距Hi,单位s;车间内通道通行方向物流车车头间距Di,单位m;通行方向对应图2中F1、F3两个流向。单车道内车流的平均速度

Figure 290058DEST_PATH_IMAGE006
,单位m/s;本实施例中,经过调查得到交叉口交通流特性以下数据:Step B: Next, determine the traffic flow characteristics of the single lane and the passage in the workshop; specifically include the intersection: the traffic flow Qi in each direction of traffic, unit: veh/h; the proportion of logistics vehicles Pi in each direction of traffic, unit: %; the direction of traffic Corresponding to the four traffic flow directions of F1, F2, F3, and F4 in Figure 2. The headway distance of logistics vehicles in the direction of passage in the workshop Hi, unit s; the distance between the heads of logistics vehicles in the direction of passage in the workshop Di, unit m; the direction of passage corresponds to the two flow directions F1 and F3 in Figure 2. Average speed of traffic in a single lane
Figure 290058DEST_PATH_IMAGE006
, the unit is m/s; in this embodiment, the following data on the traffic flow characteristics of the intersection are obtained through investigation:

通行方向direction of travel F1F1 F2F2 F3F3 F4F4 流量Q,veh/hFlow Q, veh/h 24twenty four 1515 24twenty four 1212 物流车比例P,%Proportion of logistics vehicles P, % 100%100% 20%20% 100%100% 16%16% 车头时距H,sHeadway H, s 3.53.5 33 2.82.8 33 车头间距D,mHead distance D, m 1212 1515 1010 1515 平均速度V<sub>average</sub>,m/sAverage speed V<sub>average</sub>, m/s 3.43.4 55 3.63.6 55

步骤C:然后设置交叉口交通安全设施系统;如图2,本实施例中,交叉口交通安全设施系统包含地面直行指示标线(TS1)、道路中央安全隔离柱(TS2)、减速垄(TS3)、地面禁止停车网状标线(TS4)。Step C: Then set up the intersection traffic safety facility system; as shown in Figure 2, in this embodiment, the intersection traffic safety facility system includes ground straight line (TS1), road central safety isolation column (TS2), deceleration ridge (TS3 ), No parking grid markings on the ground (TS4).

步骤D: 设置车辆通行信号指示系统。如图2,本实施例中,交叉口车辆通行信号指示系统由电连接于通行信号控制装置(B1)输出端的四组信号灯(S1、S3、S5、S7)、四面LED文字提示屏(S2、S4、S6、S8)组成。Step D: Set up the vehicle traffic signal indicating system. As shown in Fig. 2, in the present embodiment, the vehicle traffic signal indication system at the intersection consists of four groups of signal lamps (S1, S3, S5, S7) electrically connected to the output of the traffic signal control device (B1), four LED text prompt screens (S2, S4, S6, S8) composition.

步骤E:布设车辆检测系统;Step E: deploy vehicle detection system;

为了实现步骤F所述信号控制策略,如图2,交叉口设置由常规车辆检测系统和优先物流车辆检测系统组成的车辆检测系统;In order to realize the signal control strategy described in step F, as shown in Figure 2, a vehicle detection system consisting of a conventional vehicle detection system and a priority logistics vehicle detection system is set at the intersection;

常规车辆检测系统包含:车辆检测器B2;在交叉口AP1、AP3进口设置地面车辆检测线圈NN、SS,用于检测车流F1、F3是否有车辆通行需求;在交叉口AP2进口设置地面车辆检测线圈E1、ed、ED和进口车辆视频检测一体摄像机D6,在AP2出口设置地面线圈W2和出口车辆视频检测一体摄像机D5;所述线圈E1用于检测AP2进口车流F2是否有车辆通行请求、采集车流F2的交通流量Q2、车头时距H2、车头间距间距D2。所述线圈ED、ed为车间双侧透明快卷门开启请求线圈,当车辆按先占用线圈ED、后占用线圈ed时双侧透明快卷门打开;所述线圈W2为通道使用结束线圈;所述进口车辆视频检测一体摄像机D6和出口车辆视频检测一体摄像机D5用于采集过车图像及车牌号数据;在交叉口AP4进口设置地面车辆检测线圈W1、wd、WD和进口车辆视频检测一体摄像机D3,在AP4出口设置地面线圈W1和出口车辆视频检测一体摄像机D1。所述线圈W1用于检测进口AP4车流F4是否有车辆通行请求、采集车流F4的交通流量Q4、车头时距H4、车头间距间距D4;所述线圈WD、wd为车间双侧透明快卷门开启请求线圈,当车辆按先占用线圈WD、后占用线圈wd时双侧透明快卷门打开;所述线圈E2为通道使用结束线圈;所述进口车辆视频检测一体摄像机D3和出口车辆视频检测一体摄像机D1用于采集过车图像及车牌号数据;通过对比摄像机D6与D1、D3与D5采集车牌号数据是否一致来判断单车道是否有车辆在通行,确保单车道驶入的车辆穿越车间连廊后驶出。当车辆检测系统判定单车道车辆已使用结束,且门自身检测系统检测车辆完全通过后则门落下关闭;The conventional vehicle detection system includes: vehicle detector B2; ground vehicle detection coils NN and SS are installed at the entrances of intersection AP1 and AP3 to detect whether there is a vehicle traffic demand for traffic flow F1 and F3; ground vehicle detection coils are installed at the entrance of intersection AP2 E1, ed, ED and imported vehicle video detection integrated camera D6, ground coil W2 and export vehicle video detection integrated camera D5 are installed at the AP2 exit; the coil E1 is used to detect whether there is a vehicle traffic request for AP2 imported traffic flow F2, and collect traffic flow F2 Traffic flow Q2, time headway H2, headway distance D2. The coils ED and ed are request coils for opening the double-sided transparent fast rolling doors of the workshop. When the vehicle first occupies the coil ED and then occupies the coil ed, the double-sided transparent fast rolling doors are opened; the coil W2 is the end-of-use coil of the channel; The imported vehicle video detection integrated camera D6 and the exported vehicle video detection integrated camera D5 are used to collect passing vehicle images and license plate number data; the ground vehicle detection coils W1, wd, WD and the imported vehicle video detection integrated camera D3 are installed at the entrance of the intersection AP4 , set the ground coil W1 and the exit vehicle video detection integrated camera D1 at the exit of AP4. The coil W1 is used to detect whether there is a vehicle traffic request for the imported AP4 traffic flow F4, collect the traffic flow Q4 of the traffic flow F4, the headway time H4, and the headway distance D4; the coils WD and wd are used for opening the transparent fast rolling doors on both sides of the workshop Request coil, when the vehicle first occupies the coil WD and then occupies the coil WD, the double-sided transparent fast rolling door opens; the coil E2 is the coil at the end of channel use; the imported vehicle video detection integrated camera D3 and the exported vehicle video detection integrated camera D1 is used to collect images of passing vehicles and license plate number data; by comparing whether the license plate number data collected by cameras D6 and D1, D3 and D5 are consistent, it is judged whether there is a vehicle passing in the single lane, so as to ensure that the vehicles entering the single lane pass through the workshop corridor drive out. When the vehicle detection system determines that the single-lane vehicle has been used, and the door self-detection system detects that the vehicle has completely passed, the door will drop and close;

优先物流车辆检测系统包含设置于AP2进口的RFID天线和RFID读写器集成模块D7,设置于AP4进口的RFID检测主机B2、RFID天线和RFID读写器集成模块D2,以及设置于物流车上的车载RFID卡。所述优先物流车辆检测系统用于检测单车道AP2进口、AP4进口车流F2、F4中需要优先通行的物流车辆,并将优先请求传输至通行信号控制装置内车辆检测系统。The priority logistics vehicle detection system includes the RFID antenna and RFID reader integration module D7 set at the entrance of AP2, the RFID detection host B2, the RFID antenna and RFID reader integration module D2 set at the entrance of AP4, and the integrated module D2 set on the logistics vehicle. Vehicle RFID card. The priority logistics vehicle detection system is used to detect the logistics vehicles that need priority passage in the single-lane AP2 entrance and AP4 entrance traffic flow F2, F4, and transmit the priority request to the vehicle detection system in the traffic signal control device.

步骤F:确定交叉口控制策略和基本配时。Step F: Determine the intersection control strategy and basic timing.

1)车辆通行优先等级确定1) Determination of vehicle traffic priority

如图2,本实施例中,AP1、AP2进口道车流F1、F3具有最高级别优先通行权,AP2进口道车流F2通行车辆为15veh/h、物流车比例20%均高于AP3进口道车流F4,车流F2为第二级别优先通行权,采用检测车载RFID请求时优先。车流F4最低级别优先。As shown in Figure 2, in this embodiment, AP1 and AP2 entrance road traffic flows F1 and F3 have the highest priority right of way, and the AP2 entrance road traffic flow F2 has 15veh/h of vehicles, and the proportion of logistics vehicles is 20% higher than AP3 entrance road traffic flow F4 , the traffic flow F2 is the second-level right of way priority, which is given priority when the vehicle-mounted RFID request is used. The lowest level of traffic flow F4 has priority.

2)交叉口信号相位相序确定2) Determination of the phase sequence of the signal at the intersection

如图3,本实施例中,交叉口车间内通道AP1、AP3进口通行物流车流F1、F3安排同步直行时间路权,为第一相位ST1;AP2进口通行车流F2先使用单车道通行,为第二相位ST2;AP4进口通行车流F4安排为第三相位ST3。As shown in Fig. 3, in the present embodiment, the flow of logistics vehicles F1 and F3 at the entrances of the passages AP1 and AP3 at the intersection are arranged to have right-of-way at the time of going straight ahead, which is the first phase ST1; the flow of traffic at the entrance of AP2 F2 uses a single lane first, which is the first phase. The second phase ST2; the AP4 entrance traffic flow F4 is arranged as the third phase ST3.

3)信号控制策略的确定3) Determination of signal control strategy

本实施例中,交叉口通行信号控制装置(B1)已内置了图4的控制实施流程,具体控制实施方案如下。In this embodiment, the intersection traffic signal control device (B1) has built-in the control implementation process in Figure 4, and the specific control implementation scheme is as follows.

Step1:信号控制系统启动后,开始运行第一相位ST1,信号灯S1、S5亮绿灯、LED文字提示屏S2、S6显示请通行,车流F1、F3通行路口。相位ST1运行最小绿灯时间

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,本实施例中,
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为:Step1: After the signal control system is started, the first phase ST1 starts to run, the signal lights S1 and S5 are green, and the LED text prompt screens S2 and S6 show please pass, and the traffic flow F1 and F3 pass through the intersection. Phase ST1 running minimum green light time
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, in this example,
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for:

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s,
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s,

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运行了29s后如果车辆检测系统通过AP2进口道地面车辆检测线圈E1检测到车流F2有车占用线圈E1,则信号灯S1、S5绿灯转黄灯(Y=3秒)后亮红灯、LED文字提示屏S2、S6显示请等候,相位ST1结束,执行Step2;如果车辆检测系统通过AP2进口道地面车辆检测线圈E1检测到车流F2无车占用线圈E1,则跳过相位ST2,当车辆检测系统通过AP4进口道地面车辆检测线圈W1检测车流F4有车时执行Step3、否则跳过相位ST3执行Step1。
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.
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After running for 29s, if the vehicle detection system detects the vehicle flow F2 with vehicles occupying the coil E1 through the ground vehicle detection coil E1 of the AP2 entrance, the signal lights S1 and S5 will turn green and turn yellow (Y=3 seconds) and then turn red and LED text prompts Screens S2 and S6 show please wait, phase ST1 ends, and execute Step2; if the vehicle detection system detects that the vehicle flow F2 has no vehicles occupying the coil E1 through the ground vehicle detection coil E1 of the AP2 entrance road, skip phase ST2, and when the vehicle detection system passes AP4 Execute Step3 when the ground vehicle detection coil W1 at the entrance detects that there are vehicles in the traffic flow F4, otherwise skip phase ST3 and execute Step1.

Step2:路口开始运行第二相位ST2,信号灯S7亮绿灯、LED文字提示屏S8显示请通行、透明快卷门M1、M2处于可以开启的状态,车流F2使用单车道向西行驶,进口处摄像机D6采集车流图像及车牌数据,车流中车辆先占用线圈ED、后占用线圈ed后,透明快卷门M1、M2卷起打开,车流F2穿越车间,出口处摄像机D1采集车流图像及车牌数据、出口道线圈E2记录通过车数。车流F2运行最小绿灯时间

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,本实施例中,
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为:Step2: The intersection starts to run the second phase ST2, the signal light S7 is green, the LED text prompt screen S8 shows please pass, the transparent fast rolling doors M1 and M2 are in the state of being able to open, the traffic flow F2 uses the single lane to drive westward, and the camera D6 at the entrance Collect traffic flow images and license plate data. Vehicles in the traffic flow first occupy the coil ED and then occupy the coil ed. The transparent fast rolling doors M1 and M2 are rolled up and opened. The traffic flow F2 passes through the workshop. The camera D1 at the exit collects traffic flow images and license plate data. Coil E2 records the number of passing vehicles. Minimum green light time for traffic flow F2
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, in this example,
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for:

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17s;
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17s;

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运行结束后,当优先物料车辆检测系统D5检测到F2后续车流中安装有车载RFID的优先车辆到达,则每检测到1次将相位ST2绿灯时间延长单位绿灯延长时间X秒,本实施例中
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1.5
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如果在车流F2最大绿灯时间
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内单位绿灯延长X秒后D5未连续检测到安装有车载RFID的优先车辆请求或绿灯时间达到车流F2最大绿灯时间时长
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,则信号灯S7绿灯转黄灯(Y=3秒)后亮红灯、LED文字提示屏S8显示请等候,结束相位ST2。本实施例中,先确
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,经调查分析
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, then the signal light S7 turns from green to yellow (Y=3 seconds) and then turns red, and the LED text prompt screen S8 displays please wait, and the phase ST2 ends. In this example, the first
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;相位ST2结束后,如果AP4进口道车辆检测线圈W1检测到车流F4来车则执行Step3,否则返回执行Step1。
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; After the phase ST2 ends, if the AP4 entrance vehicle detection coil W1 detects the incoming traffic flow F4, then execute Step3, otherwise return to execute Step1.

Step3:路口开始运行第三相位ST3,信号灯S3亮绿灯、LED文字提示屏S4显示请通行、透明快卷门M1、M2处于可以开启的状态,车流F4使用单车道向东行驶,进口处摄像机D3采集车流图像及车牌数据,车流中车辆先占用线圈WD、后占用线圈wd后,透明快卷门M1、M2卷起打开,车流F4穿越车间,出口处摄像机D4采集车流图像及车牌数据、出口道线圈W2记录通过车数。车流F4运行最小绿灯时间

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,本实施例中,
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为:Step3: The third phase ST3 starts to run at the intersection, the signal light S3 lights up green, the LED text prompt screen S4 shows please pass, the transparent fast rolling doors M1 and M2 are in a state that can be opened, the traffic flow F4 uses the single lane to drive eastward, and the camera D3 at the entrance Collect traffic flow images and license plate data. Vehicles in the traffic flow first occupy the coil WD, and then occupy the coil WD. After the transparent fast rolling doors M1 and M2 are rolled up and opened, the traffic flow F4 passes through the workshop, and the camera D4 at the exit collects traffic flow images and license plate data. Coil W2 records the number of passing vehicles. Minimum green light time for traffic flow F4
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, in this example,
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运行结束后,如果AP1进口道车辆检测线圈NN或AP3进口道车辆线圈SS检测到车流F1、F3来车则结束相位ST3返回执行Step1;如果未检测到车流F1、F3来车,继续检测车流F4中的优先请求,当优先物流车辆检测D2检测到F4后续车流中安装有车载RFID的优先车辆到达,则每检测到1次将相位ST3绿灯时间延长单位绿灯延长时间X秒,本实施例中
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如果在车流F4最大绿灯时间
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内单位绿灯延长X秒后D2未连续检测到安装有车载RFID的优先车辆请求或绿灯时间已达到车流F4最大绿灯时间时长
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,则信号灯S3绿灯转黄灯(Y=3秒)后亮红灯、LED文字提示屏S4显示请等候后,结束相位ST3,返回执行Step1。本实施例中,先确定
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=
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,经调查分析
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,然后计算最大绿灯时间
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为:
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After the operation is over, if the vehicle detection coil NN at the entrance of AP1 or the vehicle coil SS of the entrance of AP3 detects the arrival of traffic flow F1 and F3, then end phase ST3 and return to Step1; if no traffic flow F1 and F3 is detected, continue to detect the traffic flow F4 In the priority request, when the priority logistics vehicle detection D2 detects the arrival of the priority vehicle equipped with on-board RFID in the F4 follow-up traffic flow, the green light time of phase ST3 is extended by unit green light extension time X seconds every time it is detected. In this embodiment
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,
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1.5
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If in traffic flow F4 maximum green time
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After the green light of the internal unit is extended for X seconds, D2 does not continuously detect the request of priority vehicles equipped with on-board RFID or the green light time has reached the traffic flow F4 maximum green light time length
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, then the signal light S3 turns from green to yellow (Y=3 seconds) and then turns red, and the LED text prompt screen S4 displays please wait, then end phase ST3 and return to step 1. In this example, first determine
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, after investigation and analysis
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for 2 minutes
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, and then calculate the maximum green light time
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for:

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Figure 588787DEST_PATH_IMAGE068
.

上述的对实例的描述仅为一般案例说明,是为了便于该技术领域的技术人员能理解和应用本发明。应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above descriptions of the examples are only general case illustrations, for the purpose of making it easier for those skilled in the art to understand and apply the present invention. It should be pointed out that those skilled in the art can make some improvements and modifications without departing from the principle of the present invention, and these improvements and modifications should also be regarded as the protection scope of the present invention.

Claims (2)

1. A signal control system of a single-lane bidirectional passing workshop intersection consists of a vehicle detection system, a vehicle passing signal indication system, a passing signal control device, a workshop channel transparent quick rolling door and a traffic safety facility system; it is characterized in that the preparation method is characterized in that,
the vehicle detection system comprises a conventional vehicle detection system consisting of a vehicle detector (B2), detection coils (E1, E2, ED, ED, W1, W2, WD and WD), and a priority material vehicle detection system consisting of an RFID detection host (B3), RFID reader-writer and RFID antenna integrated devices (D2 and D5) and vehicle-mounted RFID cards (R1-n); the vehicle detector (B2) is electrically connected with the detection coils (E1, E2, ED, ED, W1, W2, WD and WD), the RFID detection host (B3) is electrically connected with the RFID reader-writer and the RFID antenna integrated devices (D2 and D5), and the vehicle detector (B2) and the RFID detection host (B3) are electrically connected with a vehicle detection system in the traffic signal control device (B1); the vehicle passing signal indicating system consists of signal lamps (S1, S3, S5 and S7) and LED character prompt screens (S2, S4, S6 and S8) which are electrically connected with the output end of the passing signal control device (B1); the traffic signal control device (B1) is a road traffic signal controller, is internally provided with an intersection control strategy, and has an input end connected with the vehicle detection system and an output end connected with the vehicle traffic signal indication system; the workshop passageway transparent quick rolling doors (M1, M2) are used for keeping a clean production environment in a workshop, the opening of the workshop passageway transparent quick rolling doors is controlled by triggering detection coils (ED, ED, WD, WD) through a doorway entrance request, and the workshop passageway transparent quick rolling doors are linked with corresponding traffic signal lamps (S3, S7) to realize the opening; when the vehicle detection system detects that no vehicle passes through a single lane of a workshop according to the collected data, the door falls and is closed;
the traffic safety facility system comprises a ground straight-going indication marking line (TS 1), a road central safety isolation column (TS 2), a speed-reducing ridge (TS 3) and a ground stop-forbidding mesh marking line (TS 4);
the intersection control strategy provides a phase switching method and a phase priority method, and the phase switching and phase priority flow comprises the following steps:
step1: the method comprises the steps that a first phase ST1 starts to operate at an intersection, entrance traffic flows F1 and F3 of corridor passages AP1 and AP3 in a workshop pass through, after the minimum green light time of the traffic flows F1 and F3, if the entrance traffic flow F2 of a passage AP2 is detected to come, the phase ST1 finishes executing Step2, otherwise, the phase ST2 is skipped, whether the entrance traffic flow F4 of the passage AP4 comes is detected, if the entrance traffic flow F4 of the AP4 comes is detected, the Step3 is executed, and otherwise, the phase ST3 is skipped, and the Step1 is executed;
the method for determining the minimum green light time comprises the following steps:
Figure FDA0003798959850000011
GMin(13)=Max[GMin(1),GMin(3)]
wherein: gMin(i) A minimum green time for traffic flow Fi; dstartiDelay in the start of the traffic flow Fi; di is the average head distance of the traffic flow Fi; vaverageiThe vehicle flow Fi average speed; n is the number of vehicles in the first distribution logistics or the number of average row-to-vehicle;
step2: the method comprises the steps that a second phase ST2 starts to operate at an intersection, an entrance traffic flow F2 passes through a single lane channel AP2 of a workshop, after the traffic flow F2 operates for the minimum green light time, a material vehicle priority request is detected in a subsequent traffic flow F2, the green light time of the phase ST2 is prolonged for a unit green light prolonged time X seconds every time the priority is detected, if the priority request is not continuously detected in the maximum green light time of the traffic flow F2 or the green light time reaches the maximum green light time of the traffic flow F2, the phase ST2 is ended, then whether an entrance traffic flow F4 of the channel AP4 arrives is detected, if the entrance traffic flow F4 of the AP4 arrives, step3 is executed, and if the entrance flow F4 arrives, the phase ST3 is skipped, and Step1 is executed;
the method for determining the traffic flow Fi green light extension time X of the single vehicle comprises the following steps:
X=w0×Max[Pt,Hi],
Figure FDA0003798959850000021
or
Figure FDA0003798959850000022
Wherein HiThe headway time of the traffic flow Fi; le and Lw are lengths of canalization sections of single-lane inlets AP2 and AP 4; vaverageiThe vehicle flow Fi average speed; ptFor the time w when the vehicle is detected to enter the single lane through the canalized segment0Is a weighting coefficient;
step3: the intersection starts to operate a third phase ST3, an entrance traffic flow F4 passes through the workshop single lane channel AP4, and after the traffic flow F4 operates for the minimum green light time, if the traffic flows F1 and F3 are detected to come, the phase ST3 is ended and the Step1 is executed; if the vehicles of the flows F1 and F3 are not detected, the material vehicle priority request is detected in the flow F4 at the inlet of the passage AP4, the green light time of the phase ST3 is prolonged by unit green light time for X seconds every time the priority is detected, and if the priority request is not continuously detected in the maximum green light time of the flow F4 or the green light time reaches the maximum green light time of the flow F4, the phase ST3 is ended to execute Step1.
2. A signal control method for a single-lane bidirectional passing workshop intersection is characterized in that based on the signal control system for the single-lane bidirectional passing workshop intersection, the signal control method is carried out according to the following steps:
firstly, determining design parameters of an intersection;
secondly, determining the traffic flow characteristics of the single lane and the passage in the workshop;
step C, setting an intersection traffic safety facility system;
d, setting a vehicle passing signal indicating system;
e, laying a vehicle detection system;
step F, determining an intersection control strategy and basic timing;
the intersection control strategy provides a phase switching method and a phase priority method, and the phase switching and phase priority flow comprises the following steps:
step1: the method comprises the steps that a first phase ST1 starts to operate at an intersection, entrance traffic flows F1 and F3 of corridor passages AP1 and AP3 in a workshop pass through, after the minimum green light time of the traffic flows F1 and F3, if the entrance traffic flow F2 of a passage AP2 is detected to come, the phase ST1 finishes executing Step2, otherwise, the phase ST2 is skipped, whether the entrance traffic flow F4 of the passage AP4 comes is detected, if the entrance traffic flow F4 of the AP4 comes is detected, the Step3 is executed, and otherwise, the phase ST3 is skipped, and the Step1 is executed;
the method for determining the minimum green light time comprises the following steps:
Figure FDA0003798959850000031
GMin(13)=Max[GMin(1),GMin(3)]
wherein: gMin(i) A minimum green time for traffic flow Fi; dstartiDelay in the start of traffic Fi; di is the average head distance of the traffic flow Fi; vaverageiThe vehicle flow Fi average speed; n is the number of vehicles in the first distribution logistics or the number of average row-to-vehicle;
step2: the method comprises the steps that a second phase ST2 starts to operate at an intersection, an entrance traffic flow F2 passes through a single lane channel AP2 of a workshop, after the traffic flow F2 operates for the minimum green light time, a material vehicle priority request is detected in a subsequent traffic flow F2, the green light time of the phase ST2 is prolonged for a unit green light prolonged time X seconds every time the priority is detected, if the priority request is not continuously detected in the maximum green light time of the traffic flow F2 or the green light time reaches the maximum green light time of the traffic flow F2, the phase ST2 is ended, then whether an entrance traffic flow F4 of the channel AP4 arrives is detected, if the entrance traffic flow F4 of the AP4 arrives, step3 is executed, and if the entrance flow F4 arrives, the phase ST3 is skipped, and Step1 is executed;
the method for determining the vehicle green light extension time X of the vehicle Fi green light comprises the following steps:
X=w0×Max[Pt,Hi],
Figure FDA0003798959850000032
or alternatively
Figure FDA0003798959850000033
Wherein HiThe headway time of the traffic flow Fi; le and Lw are lengths of canalization sections of single-lane inlets AP2 and AP 4; vaverageiThe vehicle flow Fi average speed; p istFor the time w when the vehicle is detected to enter the single lane through the canalized segment0Is a weighting coefficient;
step3: the intersection starts to operate a third phase ST3, an entrance traffic flow F4 passes through the workshop single lane channel AP4, and after the traffic flow F4 operates for the minimum green light time, if the traffic flows F1 and F3 are detected to come, the phase ST3 is ended and the Step1 is executed; if the vehicles F1 and F3 are not detected to come, and a material vehicle priority request is detected in a vehicle flow F4 at the inlet of the access AP4, the green light time of the phase ST3 is prolonged by a unit green light prolonging time X seconds every time priority is detected, and if the priority request is not continuously detected in the maximum green light time of the vehicle flow F4 or the green light time reaches the maximum green light time of the vehicle flow F4, the phase ST3 is ended to execute Step1.
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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102538170B1 (en) 2017-07-28 2023-05-31 크라운 이큅먼트 코포레이션 Traffic management for materials handling vehicles in a warehouse environment
CN109191831B (en) * 2018-08-13 2020-09-11 深圳市元征科技股份有限公司 Vehicle passing control method and device and server
CN109935092A (en) * 2019-04-11 2019-06-25 昆明理工大学 An adaptive signal light control system for single-lane two-way traffic in road construction area
CN110491147B (en) * 2019-07-05 2020-07-31 平安国际智慧城市科技股份有限公司 Traffic information processing method, traffic information processing device and terminal equipment
CN111815971A (en) * 2020-07-21 2020-10-23 瑞安市惠斯登自动化机械设备有限公司 Intelligent safety method and device for single-lane bidirectional driving and storage medium

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007276626A (en) * 2006-04-06 2007-10-25 Hokkaido Railway Co Dual mode traffic system
CN104794919A (en) * 2015-04-28 2015-07-22 辽宁省交通规划设计院 Real-time optimal configuration method for lane resources of multi-lane expressway
CN104900077A (en) * 2015-06-26 2015-09-09 中交机电工程局有限公司 Urban road traffic management system based on dynamic marker line
CN106192796A (en) * 2016-07-12 2016-12-07 安徽汇泽通环境技术有限公司 A kind of urban traffic blocking solution of tidal phenomena

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10321201A1 (en) * 2003-05-12 2004-12-09 Skidata Ag Parking control device
US8112220B2 (en) * 2006-05-03 2012-02-07 International Business Machines Corporation Management of traffic signals at road intersection to avoid blocking vehicles
CN102486892B (en) * 2010-12-02 2014-03-12 电信科学技术研究院 Traffic control system and method
CN203038471U (en) * 2013-01-24 2013-07-03 浙江师范大学 A control device of traffic signal lamps used for two-way traffic in a single lane
CN203346749U (en) * 2013-03-01 2013-12-18 玉溪大红山矿业有限公司 One-way slope mine tunnel capable of realizing bidirectional movement
CN103208196B (en) * 2013-04-22 2015-01-28 东南大学 Lane adjusting method for urban artery turning traffic
CN104715618B (en) * 2013-12-11 2018-07-27 深圳市哲扬科技有限公司 A kind of downhole intelligent traffic light control system and method
CN104269065B (en) * 2014-09-29 2016-02-24 东南大学 Two-way road and the one way traffic crossing optimization method with reverse public transportation lane
CN205247625U (en) * 2015-12-19 2016-05-18 长安大学 Bicycle way traffic light radio signal control system
CN205677506U (en) * 2016-06-24 2016-11-09 温州中环正源水务有限公司 Automatic curtain door system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007276626A (en) * 2006-04-06 2007-10-25 Hokkaido Railway Co Dual mode traffic system
CN104794919A (en) * 2015-04-28 2015-07-22 辽宁省交通规划设计院 Real-time optimal configuration method for lane resources of multi-lane expressway
CN104900077A (en) * 2015-06-26 2015-09-09 中交机电工程局有限公司 Urban road traffic management system based on dynamic marker line
CN106192796A (en) * 2016-07-12 2016-12-07 安徽汇泽通环境技术有限公司 A kind of urban traffic blocking solution of tidal phenomena

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