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SELF-ADAPTIVE TIMING SYSTEM FOR TRAFFIC CONTROLLER

机译:交通控制器的自适应时序系统

摘要

1,205,103. Road signals for controlling traffic. TAMAR ELECTRONICS INDUSTRIES Inc. 24 June, 1968, No. 30068/68. Heading G4Q. In a timing system for use with a traffic controller having first and second sets of traffic signals for controlling traffic on first and second intersecting streets and having a green extension timing interval for controlling the first set of signals, the timing system comprises a gap counter 20 (Fig. 1) including a clock pulse generator 110 (Fig. 5), vehicle detector 19 and a shift register means 112, 113 generating a timing signal in accordance with the gaps between traffic on the first street, at least one computing and control unit 14, 15, 37, each including means for computing the immediate state of traffic condition on one of the streets and control means 17, 35, 41 responsive to the outputs from the gap counter 20 and computing means for comparing these outputs and producing an output to the traffic controller 25 to control the extension of the green time. A pulse 12 is produced for each vehicle as it approaches the stop signal on the waiting street. Computer 14 determines the number of vehicles waiting during the stop and amber period and computer 15 is supplied with clock pulses 30 so as to determine the time of the longest waiting vehicle. Pulses 40, 18 from the vehicle detector 19 in the street in which the vehicles are moving for each vehicle are used in the traffic density computer 37 and gap counter 20 to determine the number of vehicles in a certain time and the time interval between vehicles. The outputs from these computers 14, 15 and 37 and the gap counter 20 are compared in logical control and minimum gap selecting circuits 17, 35 and 41, the outputs of which are passed via OR gate 21 to the traffic controller 25 to adjust the extension of the green time in accordance with the immediate traffic conditions. The timing system can be used in the traffic controller disclosed in Specification 1,164,131. Gap counter (Fig. 5).-A pulse 40 from detection of a vehicle in the moving street by detector 19 passes via OR gates 122, 118 to pulse shapers 123, 119 which produce differentiated pulses 124, 120 to reset the shift registers 112 and 113. This initiates the start of a counting period, the shift register 112 counting pulses from a clock pulse generator 110 via a frequency divider 111. When another vehicle is detected by 19, the registers 112 and 113 are reset so that their output corresponds to the time in seconds of the gap between vehicles. If the register 113 makes a complete count of 10 seconds, the count will be stopped and the registers reset. The registers 112 and 113 and frequency divider 111 may use flip-flop circuits. Vehicle waiting computer (Fig. 2).-A pulse 12 produced by each vehicle detected by an electrical switching pad on the waiting street passes via AND gate 46 and is counted by scaling counter 50, which may be in the form of a ring counter. When a certain number of vehicles has been detected as selected by switch 55, the counter 50 is reset via OR gate 70. This output from the counter 50 is counted in a register 60, each stage 61, 62, 63 divides by two and provides outputs 70, 71, 72. When the register 60 is full an inhibit signal is supplied via inverter 97 to the counter 50. If the traffic signal on the waiting street is at amber, a pulse from a pulse shaper 96 resets the counter 50 and the register 60. The outputs from the register 60 represent the number of vehicles waiting and these outputs are fed to AND gates 80, 81, 82 so that the appropriate output 70, 71 or 72 is fed to a switch 90 when the corresponding signal occurs to the inputs of these gates from the gap counter. The output from the switch 90 is fed via AND gate 92 and OR gate 94 to control the extension of the green time on the moving street. Additional AND gates (110, 111 and 117-121, Fig. 6, not shown), may be associated with the outputs 70-72 of the register 60 and with different gap times from the gap counter and fed to contacts 103 of switch 90. The gates may be diode or transistor, such as NOR gates. Time of longest waiting vehicle.-The computer 15 for determining the time of the longest waiting vehicle is similar to Fig. 2 except that the input AND gate 46 (131, Fig. 3, not shown), to the scaling counter has an input from a clock pulse generator (130) and the input from the detector 11 is fed via an AND gate (143) and flip-flop (140). The other input to AND gate (143) is from the output OR gate 44 (145) of the traffic red and amber signal control 42. When a vehicle is detected on the waiting street the AND gate (143) is enabled which changes the state of the flip-flop (140), this enables AND gate (131) to pass clock pulses to the scaling counter 133. Traffic density computer.-The Fig. 2 system can be modified (Fig. 4, not shown), by having an input AND gate (150) to a scaling counter (152) enabled by a green signal from the traffic control 95 so that the scaling counter (152) counts the number of vehicles occurring in a certain time. The scaling counter is reset after the certain time together with the register 60 by signals obtained from a clock pulse generator (160) via a delay line (162). Also gates (175) feeding an additional register (180) are connected between the outputs of the register 60 and the connections 70, 71, 72. These gates (175) enable the outputs from the register 60 to be transferred to the additional register (180) on occurrence of the clock pulses. The additional register (180) is reset by the output from the delay line so that its outputs indicate the number of vehicles which have passed during the predetermined time, such as ten seconds.
机译:1,205,103。用于控制交通的道路信号。添马舰电子工业公司.1968年6月24日,编号30068/68。标题G4Q。在与交通控制器一起使用的计时系统中,该交通控制器具有用于控制第一和第二相交街道上的交通的第一和第二组交通信号,并且具有用于控制第一组信号的绿色扩展计时间隔,该计时系统包括间隙计数器20 (图1)包括时钟脉冲发生器110(图5),车辆检测器19和移位寄存器装置112、113,其根据第一街道上的交通之间的间隙产生定时信号,至少一个计算和控制单元14、15、37,每个包括用于计算街道之一上的交通状况的即时状态的装置,以及响应于间隙计数器20的输出的控制装置17、35、41,以及用于比较这些输出并产生信号的计算装置。输出到交通控制器25以控制绿色时间的延长。当每个车辆接近等待街道上的停车信号时,都会产生一个脉冲12。计算机14确定在停车和琥珀色期间等待的车辆数量,并且计算机15被提供有时钟脉冲30,以便确定最长的等待车辆的时间。在交通密度计算机37和间隙计数器20中使用来自每个车辆在其中行驶的街道上的车辆检测器19的脉冲40、18,以确定特定时间的车辆数量和车辆之间的时间间隔。来自这些计算机14、15和37以及间隙计数器20的输出在逻辑控制和最小间隙选择电路17、35和41中进行比较,最小输出选择电路的输出通过“或”门21传递给业务量控制器25以调整扩展。根据当前交通状况确定绿灯时间。该计时系统可用于规范1,164,131中公开的流量控制器。间隙计数器(图5)。-检测器19在行驶中的车辆检测到的脉冲40经由或门122、118到达脉冲整形器123、119,脉冲整形器123、119产生微分脉冲124、120以重置移位寄存器112这开始计数周期的开始,移位寄存器112通过分频器111对来自时钟脉冲发生器110的脉冲计数。当19检测到另一车辆时,寄存器112和113被复位,使得它们的输出对应车辆之间的时间间隔(以秒为单位)。如果寄存器113的完整计数为10秒,则计数将停止并且寄存器将复位。寄存器112和113以及分频器111可以使用触发器电路。车辆等待计算机(图2)。-每个车辆产生的脉冲12通过等待门上的电开关垫检测到,并通过“与”门46传递,并由比例计数器50计数,该计数器可以是环形计数器。当通过开关55检测到一定数量的车辆时,计数器50通过“或”门70复位。来自计数器50的输出在寄存器60中计数,每个级61、62、63均被二除并提供输出70、71、72。当寄存器60满时,禁止信号通过反相器97提供给计数器50。如果等待街道上的交通信号为琥珀色,则来自脉冲整形器96的脉冲将计数器50复位,并且寄存器60的输出代表等待的车辆数量,这些输出被馈送到“与”门80、81、82,从而当相应信号出现时,适当的输出70、71或72被馈送到开关90。从间隙计数器到这些门的输入。开关90的输出通过“与”门92和“或”门94馈送,以控制在移动街道上的绿灯时间的延长。附加的与门(图6中未示出的110、111和117-121,未示出)可以与寄存器60的输出70-72相关联,并且具有与间隙计数器不同的间隙时间,并被馈送到开关90的触点103。门可以是二极管或晶体管,例如NOR门。等待时间最长的车辆的时间-用于确定等待时间最长的车辆的时间的计算机15类似于图2,不同之处在于比例计数器的输入与门46(131,图3,未示出)具有输入。来自时钟脉冲发生器(130)的信号来自检测器11的输入,并经与门(143)和触发器(140)馈入检测器11的输入。 “与”门(143)的另一个输入来自交通信号灯和琥珀色信号控件42的“或”门44(145)。当在等待的街道上检测到车辆时,“与”门(143)启用,从而改变状态在触发器(140)的第一实施例中,这使得与门(131)能够将时钟脉冲传递到缩放计数器133。业务量密度计算机。-可以修改图2的系统(图4,未示出)。通过使来自交通控制装置95的绿色信号使比例缩放计数器(152)的输入与门(150)处于活动状态,比例缩放计数器(152)对在一定时间内出现的车辆数量进行计数。在一定时间之后,通过从时钟脉冲发生器(160)经由延迟线(162)获得的信号,将缩放计数器与寄存器60一起复位。馈送附加寄存器(180)的门(175)连接在寄存器60的输出与连接70、71、72之间。这些门(175)使来自寄存器60的输出能够传输到附加寄存器(180)。 180)出现时钟脉冲。附加寄存器(180)由延迟线的输出复位,使得其输出指示在预定时间(例如十秒)内通过的车辆的数量。

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