JP6145291B2 - Traffic signal control device - Google Patents

Traffic signal control device Download PDF

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JP6145291B2
JP6145291B2 JP2013068601A JP2013068601A JP6145291B2 JP 6145291 B2 JP6145291 B2 JP 6145291B2 JP 2013068601 A JP2013068601 A JP 2013068601A JP 2013068601 A JP2013068601 A JP 2013068601A JP 6145291 B2 JP6145291 B2 JP 6145291B2
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JP2014191729A (en
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俊一郎 ▲高▼島
俊一郎 ▲高▼島
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Kyosan Electric Manufacturing Co Ltd
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本発明は、交差点の信号階梯を歩進制御する交通信号制御装置に関する。   The present invention relates to a traffic signal control apparatus for controlling the step of a signal floor at an intersection.

交差点における交通信号制御の1つとして、交通量の変動に対応するため、車両用や歩行者用の感知器を設置し、その感知結果に応じて各現示の表示時間を変更する感応制御がある。この感応制御の一種として、複数の車両で構成される車群を検出し、車群の検出に応じて青時間を延長する車群感応制御が知られている(例えば、特許文献1参照)。   As one of the traffic signal controls at the intersection, in order to respond to fluctuations in traffic volume, a sensor for vehicles and pedestrians is installed, and sensitive control is performed to change the display time of each display according to the detection result. is there. As one type of the sensitive control, there is known a vehicle group sensitive control that detects a vehicle group composed of a plurality of vehicles and extends the blue time according to the detection of the vehicle group (for example, see Patent Document 1).

特許第3412779号公報Japanese Patent No. 3412779

しかしながら、上述の特許文献1に示すような従来の車群感応制御は、主道路のみの車群を対象とした制御であり、従道路の車群については考慮していない。また、主道路の車群が赤信号現示で停止するか否かに応じて青信号現示の表示時間を延長する制御であり、赤信号現示の表示時間については考慮していなかった。本発明は、上記事情に鑑みてなされたものである。   However, the conventional vehicle group sensitive control as shown in Patent Document 1 described above is control for only the main road vehicle group, and does not consider the secondary road vehicle group. Further, the display time of the green signal display is extended in accordance with whether or not the main road vehicle group stops at the red signal display, and the display time of the red signal display is not considered. The present invention has been made in view of the above circumstances.

上記課題を解決するための第1の発明は、
一の流入路を走行する車群の先頭及び末尾が所定の検出位置を通過したことを示す検出情報を用いて、当該交差点の信号階梯を歩進制御する交通信号制御装置(例えば、図1の信号制御機50)であって、
前記一の流入路に係る信号が赤表示となる期間中に前記車群の先頭が当該交差点に到着するか否かを前記検出情報に基づき判定することを、当該期間中の一の階梯中に行う判定手段(例えば、図3の車群感応制御部241)と、
前記一の階梯中に前記判定手段により到着すると判定され、且つ、当該一の階梯の初期時間を経過した場合に、当該一の階梯を打ち切る第1の短縮制御手段(例えば、図3の車群感応制御部241;図5のステップB7:YES〜ステップB9:YES)と、
を備えた交通信号制御装置である。
The first invention for solving the above-described problems is
A traffic signal control device (for example, in FIG. 1) that uses the detection information indicating that the head and tail of a group of vehicles traveling on one inflow path have passed a predetermined detection position to control the signal level at the intersection. A signal controller 50),
During the period when the signal relating to the one inflow path is displayed in red, it is determined based on the detection information whether the head of the vehicle group arrives at the intersection. Determination means to perform (for example, vehicle group sensitivity control unit 241 in FIG. 3);
The first shortening control means (for example, the vehicle group in FIG. 3) that cuts off the first floor when the determination means determines that the first floor has arrived and the initial time of the first floor has elapsed. Sensitive control unit 241; step B7 of FIG. 5: YES to step B9: YES),
Is a traffic signal control device.

この第1の発明によれば、交差点の信号階梯を歩進制御する交通信号制御装置では、一の流入路に係る信号が赤表示となる期間中の一の階梯中に、この期間中に車群の先頭が交差点に到着するか否かが判定され、到着すると判定された場合、初期時間を経過するとこの一の階梯が打ち切られる。これにより、一の流入路の信号が赤表示の期間中に車群が到着する場合には、初期時間を確保しつつ、赤表示の期間中の一の階梯の表示時間を短縮することで青表示への移行を早め、車群の赤表示での停止の回避あるいは停止時間の短縮を図り、交差点のスムーズな車両通行を促すことができる。   According to the first aspect of the present invention, in the traffic signal control apparatus that controls the step of the signal floor at the intersection, the vehicle in the first floor during the period in which the signal related to the first inflow path is displayed in red. It is determined whether or not the head of the group arrives at the intersection. If it is determined that the group arrives, this one step is cut off after the initial time has elapsed. As a result, when the vehicle group arrives while the signal of one inflow channel is displayed in red, the initial time is secured and the display time of one floor during the period of red display is shortened. The transition to the display can be accelerated, the stop of the vehicle group in red display can be avoided or the stop time can be shortened, and smooth vehicle traffic at the intersection can be promoted.

また、第2の発明として、第1の発明の交通信号制御装置であって、
当該交差点において前記一の流入路に交差する他の流入路を走行する車両を感知する感知器の感知結果に基づいて、当該他の流入路における滞留台数を推定する滞留台数推定手段(例えば、図3の滞留台数計測部210)と、
前記一の階梯中に前記滞留台数が所定台数以上となり、且つ、前記初期時間を経過した場合に、当該一の階梯を打ち切る第2の短縮制御手段(例えば、図3の車群感応制御部241;図5のステップB1:NO〜ステップB9:YES)と、
を備えた交通信号制御装置を構成しても良い。
As a second invention, the traffic signal control device of the first invention,
Based on the detection result of the sensor that senses the vehicle traveling on the other inflow path intersecting the one inflow path at the intersection, the staying number estimating means for estimating the number of staying in the other inflow path (for example, FIG. 3 staying number measuring unit 210),
Second shortening control means (for example, the vehicle group sensitive control unit 241 in FIG. 3) that cuts off the one floor when the number of staying in the one floor exceeds the predetermined number and the initial time has elapsed. ; Step B1: NO to Step B9: YES in FIG.
You may comprise the traffic signal control apparatus provided with.

この第2の発明によれば、他の流入路における滞留台数が所定台数以上の場合には、一の階梯の表示時間が初期時間に短縮される。所定台数は1台としてもよいし、3台等としてもよい。   According to the second aspect of the present invention, when the number of staying in the other inflow channels is equal to or greater than the predetermined number, the display time of one floor is shortened to the initial time. The predetermined number may be one, or three.

交通信号制御システムの全体構成図。1 is an overall configuration diagram of a traffic signal control system. 現示階梯表の一例。An example of the current floor plan. 信号制御機の機能構成図。The function block diagram of a signal controller. 信号制御処理のフローチャート。The flowchart of a signal control process. 信号制御処理中に実行される赤短縮処理のフローチャート。The flowchart of the red shortening process performed during a signal control process.

[全体構成]
図1は、本実施形態の交通信号制御システム1の設置例である。図1によれば、交通信号制御システム1は、車両用信号灯器10と、歩行者用信号灯器20と、車両感知器30と、車群感知器40と、信号制御機50とを備えて構成される。車両用信号灯器10、歩行者用信号灯器20、車両感知器30及び車群感知器40それぞれと、信号制御機50とは、無線通信或いは有線通信によって通信可能に接続されている。
[overall structure]
FIG. 1 is an installation example of the traffic signal control system 1 of the present embodiment. Referring to FIG. 1, the traffic signal control system 1 includes a vehicle signal lamp 10, a pedestrian signal lamp 20, a vehicle sensor 30, a vehicle group sensor 40, and a signal controller 50. Is done. The vehicle signal lamp 10, the pedestrian signal lamp 20, the vehicle sensor 30, the vehicle group sensor 40, and the signal controller 50 are communicably connected by wireless communication or wired communication.

また、この交通信号制御システム1が設置される交差点は、2つの流入路を有する主道路と、2つの流入路を有する従道路とが交差する十字交差点であり、主道路及び従道路を横切るように横断歩道3が設置されている。   In addition, the intersection where the traffic signal control system 1 is installed is a cross intersection where a main road having two inflow paths intersects with a secondary road having two inflow paths so as to cross the main road and the secondary road. There is a pedestrian crossing 3 in

車両用信号灯器10は、路側に設置された柱等の上部に、各流入路の車両交通に対面するように設置されている。歩行者用信号灯器20は、横断歩道3の両端の路側に設置された柱等の上部に、各流入路の歩行者交通に対面するように設置されている。これらの車両用信号灯器10及び歩行者用信号灯器20それぞれの灯色の表示は、信号制御機50によって制御される。   The vehicular signal lamp 10 is installed on an upper portion of a pillar or the like installed on the road side so as to face the vehicle traffic of each inflow channel. The pedestrian signal lamp 20 is installed above the pillars and the like installed on both sides of the pedestrian crossing 3 so as to face the pedestrian traffic of each inflow path. The display of the color of each of the vehicular signal lamp 10 and the pedestrian signal lamp 20 is controlled by a signal controller 50.

車両感知器30は、路側に設置された柱の上部に、各流入路を上方から俯瞰する位置に設置されており、感知対象の流入路における所定の検出位置を通過する車両の有無を感知する。この車両感知器30は、超音波式や光学式、画像式等の公知の感知器を利用できる。   The vehicle sensor 30 is installed at a position overlooking each inflow path from above on the upper part of the pillar installed on the road side, and senses whether or not there is a vehicle passing through a predetermined detection position in the inflow path to be sensed. . As the vehicle sensor 30, a known sensor such as an ultrasonic type, an optical type, and an image type can be used.

車群感知器40は、路側に設置された柱の上部に、流入路を上方から俯瞰するように設置されており、感知対象の流入路における所定の検出位置を通過する車群の有無を感知する。この車群感知器40は、所定の検出位置を通過する車両の有無を感知する車両感知器を有しており、この車両感知器の感知信号から、車両間隔或いは車頭間隔が所定値以下の車両の集合を1つの車群として検出する。車群感知器40の感知信号は、例えば、車群が存在しない場合をLレベル(感知無し)、車群が存在する場合、車群の先頭車両から最後尾車両までをHレベル(感知有り)とする信号とすることができる。すなわち、先頭車両が検出位置に位置してから最後尾車両が通過するまでの間がHレベルの信号となる。   The vehicle group detector 40 is installed above the pillars installed on the roadside so as to look down on the inflow channel from above, and senses the presence or absence of a vehicle group passing through a predetermined detection position in the inflow channel to be detected. To do. The vehicle group sensor 40 includes a vehicle sensor that senses the presence or absence of a vehicle that passes a predetermined detection position. From the detection signal of the vehicle sensor, a vehicle whose vehicle interval or vehicle head interval is a predetermined value or less. Are detected as one vehicle group. The detection signal of the vehicle group detector 40 is, for example, L level (no detection) when the vehicle group does not exist, and H level (with detection) from the first vehicle to the last vehicle in the vehicle group when the vehicle group exists. The signal can be That is, the signal from the first vehicle to the detection position until the last vehicle passes is an H level signal.

これらの車両感知器30及び車群感知器40それぞれの感知信号は、随時、信号制御機50へ出力される。なお、車両感知器30と車群感知器40とは別体の装置であるとするが、一体の装置として構成しても良い。この場合、車両感知器を有し、この車両感知器からの車両感知信号を出力するとともに、この車両感知信号をもとに車群を判定して車群感知信号を出力する。   The detection signals of the vehicle sensor 30 and the vehicle group sensor 40 are output to the signal controller 50 as needed. Although the vehicle sensor 30 and the vehicle group sensor 40 are separate devices, they may be configured as an integrated device. In this case, a vehicle detector is provided, and a vehicle detection signal is output from the vehicle detector. A vehicle group is determined based on the vehicle detection signal and a vehicle group detection signal is output.

信号制御機50は、例えば、何れかの車両用信号灯器10が取り付けられた柱の下方やその近傍に設置され、自交差点の交通信号全体を制御する。本実施形態では、例えば図2に示す現示階梯表に従って、主道路と従道路とに交互に通行権を与える2現示方式の信号制御を行う。   For example, the signal controller 50 is installed below or in the vicinity of a pillar to which any of the vehicle signal lamps 10 is attached, and controls the entire traffic signal at the intersection. In the present embodiment, for example, in accordance with the present stage table shown in FIG. 2, signal control of the two present system is performed in which the right of passage is alternately given to the main road and the secondary road.

図2は、本実施形態における現示階梯表である。この現示階梯表によれば、交差点の交通信号制御として、主道路の交通(車両及び歩行者)に通行権を与える主道路現示1φと、従道路の交通(車両及び歩行者)に通行権を与える従道路現示2φとを交互に表示するように定められている。詳細には、主道路現示1φは、主道路車両青(階梯1)、主道路歩行者青点滅(階梯2)、主道路歩行者赤(階梯3)、主道路車両黄(階梯4)、全赤(階梯5)の5つの階梯で構成され、従道路現示2φは、従道路車両青(階梯6)、従道路歩行者青点滅(階梯7)、従道路歩行者赤(階梯8)、従道路車両黄(階梯9)、全赤(階梯10)の5つの階梯で構成される。   FIG. 2 is a current floor plan in the present embodiment. According to the present floor plan, as traffic signal control at the intersection, the main road display 1φ which gives the right of traffic to the main road traffic (vehicles and pedestrians) and the secondary road traffic (vehicles and pedestrians) It is determined to alternately display the secondary road indication 2φ that gives the right. Specifically, the main road indication 1φ is: main road vehicle blue (stage 1), main road pedestrian blue flashing (stage 2), main road pedestrian red (stage 3), main road vehicle yellow (stage 4), Consists of five floors, all red (floor 5). The secondary road indication 2φ is blue on the secondary road (blue 6), blue on the secondary road pedestrian (high 7), and red on the secondary road pedestrian (high 8) The secondary road vehicle is composed of five floors of yellow (floor 9) and all red (floor 10).

[機能構成]
図3は、信号制御機50の機能構成図である。図3によれば、信号制御機50は、操作部110と、表示部120と、通信部130と、計時部140と、処理部200と、記憶部300とを備えて構成される。
[Function configuration]
FIG. 3 is a functional configuration diagram of the signal controller 50. According to FIG. 3, the signal controller 50 includes an operation unit 110, a display unit 120, a communication unit 130, a time measuring unit 140, a processing unit 200, and a storage unit 300.

操作部110は、例えばボタンスイッチやタッチパネル等の入力装置で実現され、信号制御機50の管理者の操作に応じた操作信号を処理部200に出力する。表示部120は、例えばLCD等の表示装置で実現され、処理部200からの表示信号に従った各種表示を行う。なお、操作部110や表示部120は、信号制御機50の筐体内に収められており、歩行者等の一般人が操作・視認することはできない。   The operation unit 110 is realized by, for example, an input device such as a button switch or a touch panel, and outputs an operation signal according to an operation of an administrator of the signal controller 50 to the processing unit 200. The display unit 120 is realized by a display device such as an LCD, and performs various displays according to display signals from the processing unit 200. Note that the operation unit 110 and the display unit 120 are housed in the casing of the signal controller 50 and cannot be operated / viewed by a general person such as a pedestrian.

通信部130は、例えば有線或いは無線通信装置で実現され、外部装置(主に、他の信号制御機50)との間で有線通信或いは無線通信を行う。計時部140は、現在時刻や、指定タイミングからの経過時間を計時し、計時した現在時刻や経過時間を処理部200に出力する。   The communication unit 130 is realized by, for example, a wired or wireless communication device, and performs wired communication or wireless communication with an external device (mainly another signal controller 50). The timer 140 measures the current time and the elapsed time from the specified timing, and outputs the measured current time and elapsed time to the processing unit 200.

処理部200は、例えばCPU等の演算装置で実現され、記憶部300に記憶されたプログラムやデータ、車両感知器30や車群感知器40からの感知信号等に基づいて、信号制御機50を構成する各部への指示やデータ転送を行い、信号制御機50の全体制御を行う。本実施形態では、処理部200は、滞留台数計測部210と、飽和判定部220と、交通感応制御部230と、信号表示制御部240とを有し、信号制御プログラム310に従った信号制御処理(図4参照)を行う。   The processing unit 200 is realized by an arithmetic device such as a CPU, for example, and the signal controller 50 is controlled based on programs and data stored in the storage unit 300, detection signals from the vehicle sensor 30 and the vehicle group sensor 40, and the like. Instructions and data transfer are performed to each component, and overall control of the signal controller 50 is performed. In the present embodiment, the processing unit 200 includes a staying number measurement unit 210, a saturation determination unit 220, a traffic sensitivity control unit 230, and a signal display control unit 240, and performs signal control processing according to the signal control program 310. (See FIG. 4).

滞留台数計測部210は、車両感知器30からの感知信号に基づいて、自交差点の滞留台数を計測する。具体的には、自交差点への各流入路について、当該流入路に設置された車両感知器30の感知信号が「感知有り」となる毎に、車両が1台到着したとして滞留台数を「1台」増加させ、当該流入路の車両青の表示期間では、所定秒数(例えば、2秒)が経過する毎に、車両が1台流出したと推定して滞留台数を「1台」減少させる。   The staying number measuring unit 210 measures the number of staying at its own intersection based on the detection signal from the vehicle detector 30. Specifically, for each inflow path to the own intersection, every time the detection signal of the vehicle detector 30 installed in the inflow path becomes “sensed”, it is assumed that one vehicle has arrived and the staying number is set to “1”. In the blue display period of the vehicle in the inflow path, every time a predetermined number of seconds (for example, 2 seconds) elapses, it is estimated that one vehicle has flowed out, and the number of staying units is decreased by “1”. .

飽和判定部220は、滞留台数計測部210によって計測された滞留台数をもとに、自交差点における飽和(渋滞)の発生を判定する。例えば、各流入路それぞれの滞留台数の合計台数が飽和とみなす所定台数以上である場合に、自交差点に飽和が発生したと判定する。   The saturation determination unit 220 determines the occurrence of saturation (congestion) at the own intersection based on the staying number measured by the staying number measuring unit 210. For example, when the total number of staying units in each inflow channel is equal to or greater than a predetermined number that is considered to be saturated, it is determined that saturation has occurred at the own intersection.

交通感応制御部230は、自交差点における車両の交通量や占有率に応じて制御パターンを選択する。制御パターンは、信号制御サイクル長や、現示階梯における各階梯(ステップ)の表示時間(スプリット)、オフセット等を定めたデータであり、交通量や占有率、曜日、時間帯等の選択条件と対応付けて、制御パターン群330として格納されている。交通量や占有率は、車両感知器30の感知結果から求めることができる。また、制御パターンの選択は、例えば、朝や夕方といった時刻として定められる所定の変更タイミングにおいて行う。   The traffic-sensitive control unit 230 selects a control pattern according to the traffic volume and occupation rate of the vehicle at its own intersection. The control pattern is data that defines the signal control cycle length, the display time (split) of each level (step) in the current level, offset, etc., and the selection conditions such as traffic volume, occupation rate, day of the week, time zone, etc. The control pattern group 330 is stored in association with each other. The traffic volume and the occupation ratio can be obtained from the detection result of the vehicle detector 30. In addition, the selection of the control pattern is performed at a predetermined change timing determined as a time such as morning or evening, for example.

信号表示制御部240は、図2に一例を示す現示階梯表320に従って、交通感応制御部230によって選択された制御パターンにて定められた表示秒数(標準秒数)が経過する毎に階梯を進める歩進制御を行って、車両用信号灯器10及び歩行者用信号灯器20の点灯/滅灯を制御する。   The signal display control unit 240 follows the current level table 320 shown in FIG. 2 as an example. Each time the display seconds (standard seconds) determined by the control pattern selected by the traffic sensitive control unit 230 elapses, the signal display control unit 240 Is performed to control the lighting / extinction of the vehicle signal lamp 10 and the pedestrian signal lamp 20.

また、信号表示制御部240は、車群感応制御部241を有する。車群感応制御部241は、赤時間の短縮対象として定められた階梯(赤短縮階梯)について、自交差点に接近する車群に応じて、交通感応制御部230によって選択された制御パターンで定められる表示時間(以下、「標準時間」という)を短縮する赤短縮制御を行う。   In addition, the signal display control unit 240 includes a vehicle group response control unit 241. The vehicle group sensitive control unit 241 determines a level (red shortened level) determined as a red time reduction target according to the control pattern selected by the traffic sensitive control unit 230 according to the vehicle group approaching the intersection. Red shortening control is performed to shorten the display time (hereinafter referred to as “standard time”).

赤短縮階梯は、当該方路の車両及び歩行者がともに赤表示であるとともに、他方路の車両及び歩行者がともに青表示の階梯である。例えば、図2に示す現示階梯表では、主道路の車両及び歩行者がともに赤表示となるとともに、従道路の車両及び歩行者がともに青表示となる「階梯6」と、従道路の車両及び歩行者がともに赤表示となるとともに、主道路の車両及び歩行者がともに青表示となる「階梯1」とが赤短縮階梯となる。   The red shortened step is a step in which both the vehicle and the pedestrian in the route are displayed in red, and the vehicle and the pedestrian in the other route are both displayed in blue. For example, in the present floor table shown in FIG. 2, both the vehicles on the main road and the pedestrians are displayed in red, and both the vehicles on the secondary road and the pedestrians are displayed in blue, and the vehicles on the secondary road. “Stand 1” in which both the pedestrian and the pedestrian are displayed in red and the vehicle and the pedestrian in the main road are both displayed in blue is the red shortened step.

赤短縮制御では、赤短縮階梯において赤表示となる流入路に設置された車群感知器40の感知信号から、自交差点に接近している車群の有無を判定する。車群が有る場合には、その車群が赤表示期間内に交差点に到着するか否かを判定する。ここで赤表示期間は、当該階梯と、当該階梯に続く車両赤表示の階梯の期間である。例えば、図2に示す現示階梯表では、赤短縮階梯が「階梯6」ならば、この「階梯6」から「階梯10」までの期間が赤表示期間であり、赤短縮階梯が「階梯1」ならば、この「階梯1」から「階梯5」までの期間が赤表示期間である。   In the red shortening control, the presence / absence of a vehicle group approaching the own intersection is determined from the detection signal of the vehicle group detector 40 installed in the inflow path that is displayed in red on the red shortening floor. If there is a vehicle group, it is determined whether the vehicle group arrives at the intersection within the red display period. Here, the red display period is a period between the floor and the vehicle red display floor following the floor. For example, in the present stage table shown in FIG. 2, if the red shortened deck is “Stand 6”, the period from “Stand 6” to “Stand 10” is the red display period, and the red shortened deck is “Stand 1”. ", The period from" Stand 1 "to" Stand 5 "is the red display period.

具体的には、車群感知器40の検出位置から停止線までの距離Lと想定する車両速度Vとから、車両が車群感知器40の検出位置から停止線まで走行するのに要する予想到着時間Tsを算出する。そして、算出した予想到着時間Tsと、赤表示期間の残り時間とを比較することで、車群が赤表示期間内に交差点に到着する否かを判定する。すなわち、予想到着時間Tsが赤表示期間の残り時間以下ならば到着すると判定し、予想到着時間Tsが赤表示期間の残り時間より大きいならば到着しないと判定する。   Specifically, the expected arrival required for the vehicle to travel from the detection position of the vehicle group sensor 40 to the stop line from the distance L from the detection position of the vehicle group sensor 40 to the stop line and the assumed vehicle speed V. Time Ts is calculated. Then, by comparing the calculated expected arrival time Ts with the remaining time of the red display period, it is determined whether or not the vehicle group arrives at the intersection within the red display period. That is, if the expected arrival time Ts is equal to or less than the remaining time of the red display period, it is determined to arrive, and if the expected arrival time Ts is greater than the remaining time of the red display period, it is determined not to arrive.

ここで、赤表示期間の残り時間は、車群感知信号が「感知有り」となった時点での赤表示期間の残り時間である。つまり、図2に示す現示階梯表では、赤短縮階梯が「階梯6」ならば、この階梯6の残りの表示時間(標準時間)と、「階梯7〜10」それぞれの表示時間(標準時間)との合計となり、赤短縮階梯が「階梯1」ならば、この階梯1の残りの表示時間(標準時間)と、「階梯2〜5」それぞれの表示時間(標準時間)との合計となる。そして、車群が赤表示中に交差点に到着すると判定したならば、当該階梯の表示時間(赤時間)を、所定の初期赤時間に短縮する。一方、赤表示中に交差点に到着しないと判定したならば、当該階梯の表示時間を標準時間のままとする。   Here, the remaining time of the red display period is the remaining time of the red display period when the vehicle group detection signal becomes “sensed”. In other words, in the present stage table shown in FIG. 2, if the red shortened deck is “Stand 6”, the remaining display time (standard time) of this floor 6 and the display time (standard time) of each of “Stages 7 to 10”. If the red shortened deck is “Stand 1”, it is the sum of the remaining display time (standard time) of this floor 1 and the display time (standard time) of each of “Stages 2 to 5”. . If it is determined that the vehicle group arrives at the intersection during red display, the display time (red time) of the floor is reduced to a predetermined initial red time. On the other hand, if it is determined that the vehicle does not arrive at the intersection during red display, the display time of the floor is kept at the standard time.

なお、交差する方路の滞留台数が所定の閾値台数以上の場合には、車群の有無に関わらず、当該階梯の表示時間(赤時間)を、所定の初期赤時間に短縮する。ここで、初期赤時間は、必ず保証されなくてはならない最小の赤表示の時間であり、標準時間より所定時間だけ短い時間として定められる。   In addition, when the number of staying in the intersecting route is equal to or greater than a predetermined threshold number, the display time (red time) of the floor is reduced to a predetermined initial red time regardless of the presence or absence of the vehicle group. Here, the initial red time is the minimum red display time that must be guaranteed, and is defined as a time shorter than the standard time by a predetermined time.

記憶部300は、ROMやRAM、ハードディスク等の記憶装置で実現され、処理部200が信号制御機50を統合的に制御するためのシステムプログラムや、各種機能を実現するためのプログラムやデータ等を記憶しているとともに、記憶部300の作業領域として用いられ、処理部200が各種プログラムに従って実行した演算結果が一時的に格納される。本実施形態では、信号制御プログラム310と、現示階梯表320と、制御パターン群330とが記憶される。   The storage unit 300 is realized by a storage device such as a ROM, a RAM, and a hard disk, and stores a system program for the processing unit 200 to control the signal controller 50 in an integrated manner, a program and data for realizing various functions, and the like. While being stored, it is used as a work area of the storage unit 300 and temporarily stores calculation results executed by the processing unit 200 according to various programs. In the present embodiment, a signal control program 310, a current floor table 320, and a control pattern group 330 are stored.

[処理の流れ]
図4は、信号制御処理の流れを説明するフローチャートである。同図によれば、信号制御処理では、交通感応制御部230が、制御パターンの変更タイミングであるか否かを判断し、変更タイミングならば(ステップA1:YES)、現在の交通量や占有率等に応じて制御パターンを選択する(ステップA3)。そして、信号表示制御部240が、選択された制御パターンに従った信号制御を行う(ステップA5)。
[Process flow]
FIG. 4 is a flowchart for explaining the flow of signal control processing. According to the figure, in the signal control process, the traffic sensitive control unit 230 determines whether or not it is a change timing of the control pattern, and if it is the change timing (step A1: YES), the current traffic volume and occupation ratio A control pattern is selected according to the above (step A3). Then, the signal display control unit 240 performs signal control according to the selected control pattern (step A5).

信号制御では、現示階梯表320に従って、選択された制御パターンにて定められた表示秒数(標準秒数)が経過する毎に階梯を進める歩進制御を行うが、飽和判定部220によって、自交差点の飽和(近飽和或いは過飽和)が判定されておらず(ステップA7:NO)、且つ、実行する階梯が定められた赤短縮階梯となったならば(ステップA9:YES)、車群感応制御部241が赤短縮処理を行う(ステップA11)。以上の処理を行うと、ステップA1に戻り、同様の処理を繰り返す。自交差点の飽和が判定されている場合には(ステップA7:YES)、赤短縮階梯であったとしても赤短縮処理の実行は抑止される。   In the signal control, in accordance with the current display table 320, stepping control is performed to advance the floor every time the display seconds (standard seconds) determined by the selected control pattern elapses. If the saturation (near saturation or oversaturation) of the intersection has not been determined (step A7: NO) and the step to be executed is a predetermined red shortened step (step A9: YES), the vehicle group is sensitive. The control unit 241 performs red shortening processing (step A11). If the above process is performed, it will return to step A1 and will repeat the same process. If it is determined that the self-intersection is saturated (step A7: YES), execution of the red shortening process is suppressed even if the red shortening step is performed.

図5は、車群感応制御における赤短縮処理のフローチャートである。同図によれば、車群感応制御部241は、先ず、当該階梯において赤表示となる方路(対象方路)に交差する方路の滞留台数を、所定の閾値と比較する。そして、滞留台数が閾値台数未満ならば(ステップB1:YES)、対象方路に設置された車群感知器40からの車群感知信号をもとに、自交差点に接近している車群の有無を判定する。   FIG. 5 is a flowchart of the red shortening process in the vehicle group sensitive control. According to the figure, the vehicle group sensitivity control unit 241 first compares the number of staying in a route intersecting a route (target route) that is displayed in red on the floor with a predetermined threshold value. If the staying number is less than the threshold number (step B1: YES), based on the vehicle group detection signal from the vehicle group sensor 40 installed in the target route, the vehicle group approaching the own intersection is detected. Determine presence or absence.

その結果、車群が有るならば(ステップB3:YES)、この車群の予想到着時間Tsを算出する(ステップB5)。また、車群感知信号が「感知有り」となった時点からの赤表示期間の残り時間を算出し、算出した予想到着時刻Tsと赤表示期間の残り時間とを比較する。そして、予想着時間Tsが赤表示期間の残り時間以下ならば(ステップB7:YES)、当該階梯の開始から初期赤時間が経過した時点で(ステップB9:YES)、当該階梯を終了して次の階梯に進める(ステップB15)。一方、予想到着時間Tsが赤表示期間の残り時間より長いならば(ステップB7:NO)、当該階梯の開始から標準時間が経過した時点で(ステップB11:YES)、当該階梯を終了して次の階梯に進める(ステップB15)。   As a result, if there is a vehicle group (step B3: YES), the estimated arrival time Ts of this vehicle group is calculated (step B5). Further, the remaining time of the red display period from the time when the vehicle group detection signal becomes “sensed” is calculated, and the calculated expected arrival time Ts is compared with the remaining time of the red display period. If the expected arrival time Ts is equal to or less than the remaining time of the red display period (step B7: YES), the initial red time has elapsed from the start of the floor (step B9: YES), and the next floor is terminated. (Step B15). On the other hand, if the expected arrival time Ts is longer than the remaining time of the red display period (step B7: NO), when the standard time has elapsed from the start of the floor (step B11: YES), the floor is terminated and the next (Step B15).

また、車群が無いならば(ステップB3:NO)、当該階梯の開始から所定の標準時間が経過した時点で(ステップB13:YES)、当該階梯を終了して次の階梯に進める(ステップB15)。   If there is no vehicle group (step B3: NO), when a predetermined standard time has elapsed from the start of the floor (step B13: YES), the floor is terminated and advanced to the next floor (step B15). ).

また、交差方路の滞留台数が閾値台数以上ならば(ステップB1:NO)、当該階梯の開始から初期赤時間が経過した後(ステップB9:YES)、当該階梯を終了して次の階梯に進む(ステップB15)。   Also, if the number of staying on the crossing route is greater than or equal to the threshold number (step B1: NO), after the initial red time has elapsed from the start of the corresponding step (step B9: YES), the corresponding step is terminated and the next step is reached. Proceed (step B15).

[作用効果]
このように、本実施形態の交通信号制御システム1では、交差点の信号制御を行う信号制御機50が、交通量や占有率、時間帯等に応じて制御パターンを変更するといった交通感応制御を行うとともに、ある流入路の車両及び歩行者がともに赤表示となる所定の赤短縮階梯(階梯1,6)において、車群の有無に応じて、当該階梯の時間(標準時間)を短縮する。これにより、交差点を構成する各流入路(主道路及び従道路)について、車群の有無に応じた赤時間の短縮を行うことができる、
[Function and effect]
As described above, in the traffic signal control system 1 of the present embodiment, the signal controller 50 that performs signal control of the intersection performs traffic sensitive control such as changing the control pattern according to the traffic volume, the occupation ratio, the time zone, and the like. At the same time, the time (standard time) of the floor corresponding to the presence or absence of the vehicle group is shortened in a predetermined red shortened floor (the floors 1 and 6) in which both vehicles and pedestrians on the inflow path are displayed in red. Thereby, for each inflow path (main road and secondary road) constituting the intersection, the red time can be shortened according to the presence or absence of the vehicle group.

[変形例]
なお、本発明の適用可能な実施形態は、上述の実施形態に限定されることなく、本発明の趣旨を逸脱しない範囲で適宜変更可能なのは勿論である。
[Modification]
It should be noted that embodiments to which the present invention can be applied are not limited to the above-described embodiments, and can be appropriately changed without departing from the spirit of the present invention.

(A)車群感知
例えば、車群感知器40を設置せず、信号制御機50において車群感知を行うこととしても良い。すなわち、車両感知器30の感知信号から、各車両車間距離或いは車頭距離が所定距離以下となる複数の車両を1つの車群と判定し、先頭車両の通過から末尾車両の通過までを車群有りと判定する。
(A) Vehicle Group Detection For example, the vehicle group sensor 40 may be detected by the signal controller 50 without installing the vehicle group sensor 40. That is, based on the detection signal of the vehicle detector 30, a plurality of vehicles having a distance between the vehicles or the head distance of a predetermined distance or less are determined as one vehicle group, and there is a vehicle group from passing the leading vehicle to passing the trailing vehicle. Is determined.

(B)交差点
また、上述の実施形態では十字交差点としたが、丁字交差点など、これ以外の形状の交差点についても同様に適用可能である。
(B) Intersection Moreover, although it was set as the cross intersection in the above-mentioned embodiment, it is applicable similarly to intersections of shapes other than this, such as a letter intersection.

1 交通信号制御システム
10 車両用信号灯器、20 歩行者用信号灯器
30 車両感知器、40 車群感知器
50 信号制御機
110 操作部、120 表示部、130 通信部、140 計時部
200 処理部
210 滞留台数計測部、220 飽和判定部、230 交通感応制御部
240 信号表示制御部、241 車群感応制御部
300 記憶部
310 信号制御プログラム
320 現示階梯表、330 制御パターン群

DESCRIPTION OF SYMBOLS 1 Traffic signal control system 10 Signal lamp for vehicles, 20 Signal lamp for pedestrians 30 Vehicle detector, 40 Vehicle group detector 50 Signal controller 110 Operation part, 120 Display part, 130 Communication part, 140 Timekeeping part 200 Processing part 210 Number of staying units, 220 Saturation determination unit, 230 Traffic sensitive control unit 240 Signal display control unit, 241 Vehicle group sensitive control unit 300 Storage unit 310 Signal control program 320 Present floor deck, 330 Control pattern group

Claims (2)

交差点への一の流入路を走行する車群検出情報を用いて、当該交差点の信号階梯を歩進制御する交通信号制御装置であって、
前記一の流入路に係る信号が赤表示となる期間中に前記車群の先頭が当該交差点に到着するか否かを前記検出情報に基づき判定することを、当該期間中のの階梯中に行う判定手段と、
当該交差点において前記一の流入路に交差する他の流入路を走行する車両を感知する感知器の感知結果に基づいて、当該他の流入路における滞留台数を推定する滞留台数推定手段と、
前記一の階梯中に前記判定手段により到着すると判定され、且つ、当該一の階梯の初期時間を経過した場合に、当該一の階梯を打ち切る第1の短縮制御手段と、
前記一の階梯中に前記滞留台数が所定台数以上となり、且つ、前記初期時間を経過した場合に、当該一の階梯を打ち切る第2の短縮制御手段と、
を備えた交通信号制御装置。
A traffic signal control device that uses the detection information of a vehicle group that travels along one inflow path to an intersection to control the signal level at the intersection,
To determine on the basis of whether or not the signal of the inlet channel of the one is the top of the vehicle group during the period in which the red display arrives at the intersection on the detection information in one of the revised during the period Determination means to perform;
Based on the sensing result of a sensor that senses a vehicle traveling on the other inflow path intersecting the one inflow path at the intersection, the staying number estimating means for estimating the number of staying in the other inflow path;
A first shortening control means for ending the first floor when it is determined that the determination means arrives in the first floor and the initial time of the first floor has elapsed;
A second shortening control means for cutting off the one floor when the number of staying in the one floor is equal to or more than a predetermined number and the initial time has elapsed;
A traffic signal control device.
前記一の階梯は、  The one floor is
前記交差点における前記一の流入路の車両交通に係る信号及び当該車両交通に対応する歩行者交通に係る信号が赤表示であり、且つ、前記交差する他の流入路の車両交通に係る信号及び当該車両交通に対応する歩行者交通に係る信号が青表示の階梯である、  A signal related to vehicle traffic on the one inflow path at the intersection and a signal related to pedestrian traffic corresponding to the vehicle traffic are displayed in red, and a signal related to vehicle traffic on the other inflow path intersecting with the traffic The signal related to pedestrian traffic corresponding to vehicle traffic is a blue-displayed floor.
請求項1に記載の交通信号制御装置。  The traffic signal control device according to claim 1.
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