JPH0337799A - Traffic signal controller - Google Patents

Traffic signal controller

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Publication number
JPH0337799A
JPH0337799A JP1172021A JP17202189A JPH0337799A JP H0337799 A JPH0337799 A JP H0337799A JP 1172021 A JP1172021 A JP 1172021A JP 17202189 A JP17202189 A JP 17202189A JP H0337799 A JPH0337799 A JP H0337799A
Authority
JP
Japan
Prior art keywords
control
vehicles
time
passing
signal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP1172021A
Other languages
Japanese (ja)
Other versions
JP2704434B2 (en
Inventor
Masaji Sakaba
正司 坂場
Futsuki Sueyoshi
末吉 ふつき
Hiroaki Kashimura
樫村 広昭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Panasonic Holdings Corp
Original Assignee
Matsushita Electric Industrial Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Matsushita Electric Industrial Co Ltd filed Critical Matsushita Electric Industrial Co Ltd
Priority to JP1172021A priority Critical patent/JP2704434B2/en
Publication of JPH0337799A publication Critical patent/JPH0337799A/en
Application granted granted Critical
Publication of JP2704434B2 publication Critical patent/JP2704434B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、中央から遠隔制御されかつ設置交差点の交通
状況により制御を変化させ、道路交通を安全かつ円滑に
制御するため青時間中の車両通過の比率(通過台数/青
時間)が最大になるように制御し、さらにバスを優先的
に制御する交通信号制御装置に関するものである。
Detailed Description of the Invention (Industrial Application Field) The present invention is designed to control vehicles during green hours in order to control road traffic safely and smoothly by remotely controlling the vehicle from a central location and changing the control depending on the traffic conditions at the intersection where the vehicle is located. This invention relates to a traffic signal control device that controls so that the passing ratio (number of passing vehicles/green time) is maximized and also controls buses preferentially.

(従来の技術) 従来、この種の交通信号制御装置は、装置内部の定数設
定手段により感応制御用制御定数および車両走行時間の
設定を行い、その制御定数を用いて、青時間中の車両通
過の比率(通過台数/青時間)が最大になるように、青
表示時間の延長短縮を行い感応制御を行っていた。この
場合バスも車両1台として計算している。
(Prior Art) Conventionally, this type of traffic signal control device sets control constants for sensitive control and vehicle travel time using constant setting means inside the device, and uses the control constants to control vehicle passing during green hours. Sensitive control was performed by extending and shortening the blue display time so that the ratio (number of passing vehicles/blue time) was maximized. In this case, the bus is also counted as one vehicle.

(発明が解決しようとする課題) 上記従来の交通信号制御装置では感応制御用制御定数は
手動操作によって設定するため、各々の交差点に最適の
制御定数を決定するため交通量の調査を必要とするなど
大変な労力を要する。また、設定された値は、−度設定
されると何回も変更するものではないので、交通状況の
変化に対応するには限界があった。
(Problem to be Solved by the Invention) In the conventional traffic signal control device described above, the control constants for sensitive control are set manually, so it is necessary to investigate traffic volume to determine the optimal control constants for each intersection. etc. requires a lot of effort. Furthermore, since the set value cannot be changed many times once it has been set, there is a limit to how well it can respond to changes in traffic conditions.

さらに、バスも車両上台として計算して青時間中の車両
通過の比率(通過台数/青時間)が最大になるように感
応制御しており1通過車両を人数の面から評価した場合
には問題があった。
In addition, buses are also calculated as vehicles on top of each other and are sensitively controlled so that the ratio of vehicles passing during green hours (number of passing vehicles/green hours) is maximized, so there is a problem when evaluating each passing vehicle from the perspective of the number of people. was there.

本発明は、感応制御におけるこのような従来の欠点を解
決するものであり、交通状況に対応し、かつバスを優先
的に通過させることで、より適切な制御が可能な交通信
号制御装置を提供することを目的とするものである。
The present invention solves these conventional drawbacks in responsive control, and provides a traffic signal control device that responds to traffic conditions and allows buses to pass preferentially, thereby enabling more appropriate control. The purpose is to

(課題を解決するための手段) 本発明の交通信号制御装置は、中央からの歩進信号間隔
を計測して記憶する手段と、車両通過台数と車両速度を
計測し記憶する手段と、バスの通過台数を記憶する手段
と、各設定値および感応制御用の制御定数を記憶する手
段を持ち、感応制御用の制御定数を一定周期間に計測し
た歩進信号間隔データおよび感応制御させる青時間中の
車両通過台数と車両速度データに基づいて設定、更新し
、制御パターンを周期毎および一定時間毎に変更すると
ともに、バス1台を車両n台として計算し、感応制御さ
せる青時間中の車両通過の比率が最大の時点で青を打ち
切ることによりバス優先式の車両感応制御をするもので
ある。
(Means for Solving the Problems) The traffic signal control device of the present invention includes means for measuring and storing step signal intervals from the center, means for measuring and storing the number of passing vehicles and vehicle speed, and means for measuring and storing the number of passing vehicles and vehicle speed. It has means for storing the number of passing vehicles, and means for storing each setting value and control constant for sensitive control, and the control constant for sensitive control is stored in step signal interval data measured during a fixed period and during green time for sensitive control. The control pattern is set and updated based on the number of passing vehicles and vehicle speed data, and the control pattern is changed every cycle and every fixed time, and one bus is calculated as n vehicles, and vehicle passing during green hours is controlled responsively. By discontinuing the blue signal at the point when the ratio is maximum, bus-priority vehicle-sensitive control is performed.

(作 用) 本発明によれば、 第1に、感応制御用制御定数の設定が不要となり、設定
値の更新も不要であるため交通量の調査及び定数設定の
労力を省くことができる。
(Function) According to the present invention, firstly, there is no need to set control constants for sensitive control, and there is no need to update set values, so the labor of investigating traffic volume and setting constants can be saved.

第2には、感応制御用制御定数を刻々更新してゆくこと
で、常に交通状況に対応した信号制御ができ交通の安全
と円滑とが維持できる。
Second, by constantly updating the control constants for sensitive control, signal control can always be performed in response to traffic conditions, and traffic safety and smoothness can be maintained.

第3には、バスを車両n台分として計算し、青時間中の
通過車両の比率(通過台数/青時間)が最大となるよう
に感応制御するため、バスを優先的に通過させ1通過車
両を人数の面で評価した、より適切な信号制御ができる
Thirdly, the number of buses is calculated as n vehicles, and responsive control is performed so that the ratio of passing vehicles during green hours (number of passing vehicles/green hours) is maximized, so buses are given priority to pass and one pass is performed. This enables more appropriate signal control that evaluates vehicles based on the number of people in the vehicle.

(実施例) 第1図は本発明の一実施例を示すものである。(Example) FIG. 1 shows an embodiment of the present invention.

同図において、上はマイクロコンピュータ(以下、CP
Uと称す)である。2は設定値および制御定数記憶部で
ありCPUIのポート1に接続されており中央からの歩
進信号間隔データおよび、感応制御用制御定数の延長時
間、短縮時間、主道路、従道路の感応させる現示の流入
路側の青時間中の車両速度データと通過台数およびバス
通過台数を記憶している。設定値および制御定数記憶部
2は電池により電源が供給され、停電時にも記憶内容が
保持される。CPUIはポート2を通して中央からの遠
隔信号1歩進信号を受信して歩進信号間隔を計測し、ポ
ート3を通して信号制御部3のステップを進め信号灯器
4,5を順次点滅制御する。
In the same figure, the top is a microcomputer (hereinafter referred to as CP).
(referred to as U). Reference numeral 2 is a set value and control constant storage unit, which is connected to port 1 of the CPUI and stores step signal interval data from the center, extension time and shortening time of control constants for sensitive control, and sensitivity of main roads and secondary roads. Vehicle speed data, the number of passing vehicles, and the number of passing buses during the current green time on the incoming road side are stored. The set value and control constant storage section 2 is powered by a battery, and the stored contents are retained even in the event of a power outage. The CPU receives the remote signal 1 step signal from the center through port 2, measures the step signal interval, advances the step of the signal control unit 3 through port 3, and sequentially controls the signal lamps 4 and 5 to blink.

また、CPUIはポート4を通してバス感知信号および
車両感知信号を受は取り交通状況を計測する。
Further, the CPUI receives and receives bus sensing signals and vehicle sensing signals through port 4 to measure traffic conditions.

次に上記実施例による制御について第2図のフローチャ
ートを参照しながら説明する。CPUIは延長時間T 
e、短縮時間Tsをそれぞれ、T s =Te=O1で
制御を開始しくステップ20)、中央からの歩進信号間
隔を計測し毎周期更新記憶する(ステップ21)、また
工周期ごとの感応制御させる青時間中(以下、感応現示
とする)の流入路側の車両間隔と通過台数及びバスの通
過台数を計測し車両速度Vを計算する(ステップ22.
23)。CPULは感知器から得る交通状況によって走
行時間Tを自動的に決定する。
Next, the control according to the above embodiment will be explained with reference to the flowchart shown in FIG. CPUI has extended time T
e. Start control of the shortening time Ts at T s = Te = O1 (step 20), measure the stepping signal interval from the center and update and store it every cycle (step 21), and perform responsive control for each work cycle. The vehicle speed V is calculated by measuring the distance between vehicles on the inflow road side, the number of passing vehicles, and the number of passing buses during the green time (hereinafter referred to as "sensing phenomenon").
23). The CPUL automatically determines the travel time T based on the traffic conditions obtained from the sensor.

走行時間Tは、車両が交差点の上流に設置された感知器
から停止線の位置まで走行するのに要する時間であり、
第3図より感知器lと感知器2の距離をd、それぞれの
感知パルスの時間差をt工とすると以下により求められ
る。
The traveling time T is the time required for the vehicle to travel from the sensor installed upstream of the intersection to the stop line position,
From FIG. 3, if the distance between the sensor 1 and the sensor 2 is d, and the time difference between the respective sensing pulses is t, then it is determined as follows.

T=感知器から停止線までの距離/V v=d/11 この走行時間Tは交通状況によって更新されるがこの場
合の条件として感知車両台数が一周期に最少台数(5台
程度)以上あることを条件に一定範囲内の速度データの
移動平均により算出してデータの平均化を図・る(ステ
ップ25.26)。この走行時間Tにより現時点tから
T秒後までの車両通過の効率(通過車両台数/表示時間
)は次のようになる。
T = Distance from the sensor to the stop line/V v = d/11 This traveling time T is updated depending on the traffic situation, but the condition in this case is that the number of vehicles detected in one cycle is at least the minimum number (about 5 vehicles) Under this condition, the data is averaged by calculating the moving average of speed data within a certain range (steps 25 and 26). Based on this travel time T, the efficiency of vehicle passage (number of passing vehicles/display time) from the current time t to T seconds later is as follows.

現時点・・・・・・(t−T)までの感知台数/l1秒
後・・・・・・(t−T+1)までの感知台数/(t+
1)2秒後・・・・・・(t−T+2)までの感知台数
/(t + 2)T秒後・・・・・・・・・・・・・・
・・・・・・・tまでの感知台数/(t+T)CPUI
は交差点の上流に設置された一般車およびバス用の感知
器からの感知パルスから、停止線位置での車両通過の効
率(通過車両台数/表示青時間)を予測し、効果が最大
の時点まで青を表示する。このとき、バスエ台を車両n
台として計算し、バスを優先的に通過させるようにする
が、バス1台を車両n台に換算するのは、最新のバスの
みに限り、過去については車両1台として計算すること
で、より適切な制御ができる。CPUIは感知器から得
られる交通量および感知器の位置から停止線までの走行
時間をもとに、現時点、1秒先、2秒先、N秒先のどの
時点で感応階梯を打ち切るのが最も効果が大きいかを予
想し、効果最大の時点で青を打ち切る。このとき走行時
間に感知器の停止線からの距離を感知器から得られる車
両速度の平均で除算して求めることにより状況に即した
制御をすることが可能である。
At present...Number of detected devices up to (t-T)/l1 second later...Number of detected devices up to (t-T+1)/(t+
1) 2 seconds later...Number of detected devices until (t-T+2)/(t+2)T seconds later......
・・・・・・Number of sensing devices up to t/(t+T) CPUI
predicts the vehicle passing efficiency (number of passing vehicles/display green time) at the stop line position from the sensing pulses from the detectors for general cars and buses installed upstream of the intersection, and predicts the efficiency until the point when the efficiency is maximum. Show blue. At this time, move the bus stand to vehicle n.
However, converting 1 bus into n vehicles is only for the latest buses, and in the past it is calculated as 1 vehicle. Appropriate control is possible. Based on the traffic volume obtained from the sensor and the travel time from the sensor's position to the stop line, the CPU determines when is the best time to terminate the sensitive ladder at the present moment, 1 second, 2 seconds, or N seconds in the future. Predict whether the effect will be large and discontinue blue when the effect is maximum. At this time, by calculating the travel time by dividing the distance from the sensor stop line by the average vehicle speed obtained from the sensor, it is possible to perform control in accordance with the situation.

短縮時間(Ts)は最少青表示時間を決めるための基準
時間であり、延長時間(Te)は最大青時間を決めるた
めの基準時間であるので、一定周期間(10周期程度)
の中央からの歩進信号間隔データ(感応現示の青時間に
相当するデータ)に基づいて(ステップ27)それぞれ
以下により計算して決める。
The shortening time (Ts) is the reference time for determining the minimum blue display time, and the extension time (Te) is the reference time for determining the maximum blue display time, so it is a fixed cycle period (about 10 cycles).
(Step 27) Based on the stepping signal interval data from the center of (data corresponding to the green time of the sensitive appearance) (step 27), each is calculated and determined as follows.

T s = (歩進信号間隔データの平均値)XmT 
e = (歩進信号間隔データの平均値)×悲一般に周
期の変動幅は20〜30%が適当とされており、m、Q
の値は0.2〜0.3の範囲とする。通常、短縮時間は
延長時間より短くとり、m=0.2. n=063とし
TsおよびTeを一定時間毎に計算し、設定値および制
御定数記憶部2に記憶させ、短縮時間(Ts)及び延長
時間(Te)を設定、更新する(ステップ28.29)
T s = (average value of step signal interval data)XmT
e = (average value of step signal interval data)
The value of is in the range of 0.2 to 0.3. Usually, the shortened time is shorter than the extended time, m=0.2. Set n=063, calculate Ts and Te at regular intervals, store them in the set value and control constant storage section 2, and set and update the shortened time (Ts) and extended time (Te) (steps 28 and 29).
.

CPUIは感応現示以外は中央からの歩進信号により、
感応現示においては感応制御用制御定数と車両通過効率
の計算結果による自己歩進により、信号制御部のステッ
プを進め、信号灯器を順次点滅制御する(ステップ30
)。このように中央からの歩進信号間隔データに基づい
て延長時間、短縮時間を決めることにより、前回一定周
期に必要とした平均青時間の80%から130%の間で
青時間中の車両通過の比率が最大の時点で青表示を終了
することができ、より交通状況に即した制御が可能であ
る。第3・図に実施例における交差点の機器配置と、標
準、延長時、短縮時の信号現示の例を示す。
The CPU is controlled by the step signal from the center except for the sensitive display.
In the sensitive display, the signal control section advances the steps by self-stepping based on the control constant for the sensitive control and the calculation result of the vehicle passing efficiency, and the signal lamps are sequentially controlled to blink (step 30).
). In this way, by determining the extension time and shortening time based on the step signal interval data from the center, it is possible to reduce the number of vehicles passing during the green time between 80% and 130% of the average green time required for the previous fixed cycle. The blue display can be ended when the ratio is at its maximum, allowing control to be more tailored to traffic conditions. Figure 3 shows the arrangement of equipment at an intersection in this embodiment and examples of signal displays during standard, extended, and shortened times.

第3図の例では、標準時(感応制御なし時)は中央から
の歩進信号により信号灯色が順次切り替わり、延長時お
よび短縮時は、感応制御により感応現示の青、黄、全赤
を自己歩進し、それ以外は中央からの歩進信号により信
号灯色が順次切り替わる。
In the example shown in Figure 3, during standard time (without sensitive control), the signal light color changes sequentially according to the stepping signal from the center, and when extending or shortening, the sensitive control changes the blue, yellow, and all-red signals automatically. Otherwise, the color of the signal light changes sequentially based on the step signal from the center.

このように標準時、延長時、短縮時ともに同一周期時間
で制御をすることで、常に幹線前の開始点が中央と同期
した遠隔制御を行うことができる。
By performing control using the same cycle time during standard time, extension, and shortening, it is possible to perform remote control in which the starting point in front of the main line is always synchronized with the center.

このように上記実施例によれば1通過台数を計測し、−
時的な値を無視し平均的な車両速度を得ることにより、
走行時間が不適切になるのを避け、適切な予測を可能に
するとともに、中央からの歩進信号間隔の平均値から延
長時間、短縮時間を決定することで交通状況に即した制
御を行うことができ、常に交通状況に基づいて交通量の
円滑な制御を交通量にあわせてきめ細かく行え、またバ
スを優先的に通過させる感応制御ができ、さらに定数の
設定・変更の労力を省くことができる。
In this way, according to the above embodiment, the number of passing vehicles is measured, and -
By ignoring the temporal value and obtaining the average vehicle speed,
To avoid inappropriate travel times, enable appropriate predictions, and perform control in line with traffic conditions by determining extension and shortening times from the average value of the step signal interval from the center. It is possible to perform smooth control of traffic volume at all times based on traffic conditions, and to perform sensitive control that allows buses to pass with priority, and it also saves the effort of setting and changing constants. .

(発明の効果) 本発明は上記実施例より明らかなように、以下に示す効
果を有する。
(Effects of the Invention) As is clear from the above examples, the present invention has the following effects.

(1)常に交通状況の変化に対応して感応制御用制御定
数を変化してゆくために交通状況に適応した制御が可能
である。
(1) Since the control constants for responsive control are constantly changed in response to changes in traffic conditions, control adapted to traffic conditions is possible.

(2)感応制御用制御定数設定が不要となり、設定値の
更新が自動的に行われるので、交通量の調査および、定
数設定、更新の労力を省くことができる。
(2) Setting of control constants for sensitive control is no longer necessary, and the set values are automatically updated, so the effort of investigating traffic volume and setting and updating constants can be saved.

(3)バスを優先的に通過させ、通過車両を人数の面で
評価した、より適切な制御ができる。
(3) More appropriate control can be achieved by allowing buses to pass preferentially and evaluating passing vehicles in terms of the number of people.

【図面の簡単な説明】[Brief explanation of drawings]

第工図は本発明の一実施例における交通信号制御装置の
ブロック図、第2図は制御手順説明用のフローチャート
、第3図は交差点の機器配置と信号現示例である。 1 ・・・マイクロコンピュータ、 2・・・設定値お
よび制御定数記憶部、 3 ・・・信号制御部、 4,
5・・・信号灯器。
Fig. 2 is a block diagram of a traffic signal control device according to an embodiment of the present invention, Fig. 2 is a flowchart for explaining the control procedure, and Fig. 3 is an example of equipment arrangement and signal display at an intersection. 1...Microcomputer, 2...Setting value and control constant storage unit, 3...Signal control unit, 4,
5...Signal lamp.

Claims (1)

【特許請求の範囲】[Claims] 中央からの歩進信号間隔を計測して記憶する手段と、車
両通過台数と車両速度を計測し記憶する手段と、バスの
通過台数を記憶する手段と、各設定値および感応制御用
の制御定数を記憶する手段を持ち、感応制御用の制御定
数を、一定周期間に計測した歩進信号間隔データおよび
感応制御させる青時間中の車両通過台数と車両速度デー
タに基づいて設定、更新し、制御パターンを周期毎およ
び一定時間毎に変更するとともに、バス1台を車両n台
として計算し、感応制御させる前記青時間中の車両通過
の比率(通過台数/青時間)が最大の時点で青を打ち切
ることによりバス優先式の車両感応制御をすることを特
徴とする交通信号制御装置。
Means for measuring and storing the step signal interval from the center, means for measuring and storing the number of passing vehicles and vehicle speed, means for storing the number of passing buses, and control constants for each set value and responsive control. The control constant for the responsive control is set and updated based on the step signal interval data measured during a certain period and the number of vehicles passing during the green time and vehicle speed data for the responsive control. In addition to changing the pattern every cycle and every fixed time, one bus is calculated as n vehicles, and the green is turned on at the point when the ratio of vehicles passing during the green time (number of passing vehicles/green time) to be responsively controlled is maximum. A traffic signal control device characterized by performing vehicle-sensitive control of a bus priority type by canceling the signal.
JP1172021A 1989-07-05 1989-07-05 Traffic signal control device Expired - Fee Related JP2704434B2 (en)

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JP1172021A JP2704434B2 (en) 1989-07-05 1989-07-05 Traffic signal control device

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Application Number Priority Date Filing Date Title
JP1172021A JP2704434B2 (en) 1989-07-05 1989-07-05 Traffic signal control device

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JPH0337799A true JPH0337799A (en) 1991-02-19
JP2704434B2 JP2704434B2 (en) 1998-01-26

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JP1172021A Expired - Fee Related JP2704434B2 (en) 1989-07-05 1989-07-05 Traffic signal control device

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Country Link
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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5065197A (en) * 1973-10-09 1975-06-02

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5065197A (en) * 1973-10-09 1975-06-02

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JP2704434B2 (en) 1998-01-26

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