JP2003217086A - Pedestrian sensitive signal control method - Google Patents

Pedestrian sensitive signal control method

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Publication number
JP2003217086A
JP2003217086A JP2002014415A JP2002014415A JP2003217086A JP 2003217086 A JP2003217086 A JP 2003217086A JP 2002014415 A JP2002014415 A JP 2002014415A JP 2002014415 A JP2002014415 A JP 2002014415A JP 2003217086 A JP2003217086 A JP 2003217086A
Authority
JP
Japan
Prior art keywords
pedestrian
signal
crossing
time
blue
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
JP2002014415A
Other languages
Japanese (ja)
Other versions
JP3736463B2 (en
Inventor
Nobuto Takeuchi
暢人 竹内
Takeshi Kobayashi
健 小林
Kiyohide Sekimoto
清英 関本
Yutaka Hisamitsu
豊 久光
Koichiro Nagata
宏一郎 永田
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.)
IHI Corp
Original Assignee
IHI Corp
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Filing date
Publication date
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Priority to JP2002014415A priority Critical patent/JP3736463B2/en
Publication of JP2003217086A publication Critical patent/JP2003217086A/en
Application granted granted Critical
Publication of JP3736463B2 publication Critical patent/JP3736463B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Optical Radar Systems And Details Thereof (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To prevent meaningless traffic congestion by safe crossing of the traffic weak and proper signal switching by detecting the number of persons waiting for a signal, individual information and a tendency of crossing persons by measuring the size, a shape and a positional change with the lapse of time of a detecting object on the periphery of a cross-walk without being influenced by an environmental state of the weather. <P>SOLUTION: Reflecting time of a laser beam 11 is measured by projecting the laser beam on a detecting range 10 for covering the cross-walk 1, its surrounding roadways 2A and 2B, and a signal waiting area 9 while scanning the laser beam 11 by a laser sensor 12, and the number of pedestrians is detected by measuring the size, the shape, and the positional change with every scanning of the detecting object P in the detecting range 10 from the measured value to execute control for switching crossing signals 5 and 6 to blue by shortening blue time of a roadway signal 4 to a preset cycle when the number of pedestrians of the signal waiting area 9 exceeds the preset number of persons. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、天候等の環境状況
に左右されることなく、横断歩道上及びその周辺におけ
る検出対象の大きさ、形状、及び経時的な位置の変化と
を測定することにより信号待ちの人数、横断中の人の個
別の情報や動向を検出できるようにして、適切な信号切
り替えにより、交通弱者の安全な横断と、無意味な交通
渋滞の緩和を実現するようにした歩行者感応信号制御方
法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is to measure the size, shape, and change in position of a detection target on and around a pedestrian crossing without being affected by environmental conditions such as weather. With this feature, it is possible to detect individual information and trends of the number of people waiting for a signal and people crossing, and by appropriately switching signals, it is possible to realize safe crossing of vulnerable people and alleviation of meaningless traffic congestion. The present invention relates to a pedestrian sensitive signal control method.

【0002】[0002]

【従来の技術】従来の横断歩道に備えられている横断者
用信号機(以下横断信号という)と車道に備えられてい
る車両用信号機(以下車道信号という)の信号の切り替
えは、時間、曜日、季節に応じた時間間隔となるように
予め備えた複数のパターンの設定サイクルの中から選定
された、所定の設定サイクルによって制御されている。
2. Description of the Related Art Switching signals between a traffic signal for pedestrians (hereinafter referred to as a pedestrian signal) provided on a conventional pedestrian crossing and a signal for a vehicle (hereinafter referred to as a lane signal) provided on a road are It is controlled by a predetermined setting cycle selected from a plurality of pattern setting cycles that are provided in advance so that the time interval may correspond to the season.

【0003】車道信号と横断信号は、設定サイクルによ
って青信号(以下青という)と赤信号(以下赤という)
とに切り替えられ、車道信号の青から赤への切り替わり
時の注意勧告は黄により行われ、横断信号の青から赤へ
の信号切り替わり時の注意勧告は青の点滅により行われ
る。
Roadway signals and crossing signals are green signals (hereinafter referred to as blue) and red signals (hereinafter referred to as red) depending on a set cycle.
The warning is advised when the roadway signal is switched from blue to red by yellow, and the cautionary advice when the crossing signal is switched from blue to red is performed by blinking blue.

【0004】又、車椅子の人、高齢者、足が不自由な
人、子供等の交通弱者に対する誘導は、一般に音響信号
機を設置して音響で行っており、又、その方法として
は、視覚障害者に横断可能な方向が分かるように、鳴き
交わし方式、又は、異種鳴き交わし方式が採用されてい
る。
[0004] In addition, guidance for people with wheelchairs, the elderly, people with disabilities, children and other traffic vulnerable people is generally provided by installing an acoustic signal, and acoustically. A squealing method or a different type of squeezing method is adopted so that a person can know a crossable direction.

【0005】しかし、上記従来の一般の横断信号は、前
記した設定サイクルに基づく規定時間間隔で切り替える
ようにしているために、車道における車両交通量が比較
的少ない状態でも、信号待ちエリアに多数の歩行者が溢
れた状態となって歩行者にイライラ感を与える場合があ
り、このために無理な横断をしようとする者もでるとい
った危険がある。
However, since the conventional general crossing signal is switched at a specified time interval based on the above-mentioned setting cycle, even if the traffic volume on the road is relatively small, a large number of signals are waiting in the signal waiting area. The pedestrian may be overwhelmed, which may give the pedestrian a feeling of frustration, and there is a danger that some people may try to cross the pedestrian unnecessarily.

【0006】一方、車椅子の人、高齢者、足が不自由な
人、子供等の交通弱者が横断歩道を渡る際に時間が足り
ないことがあり、早く渡り終えることを促される等の問
題を生じていた。
On the other hand, people with wheelchairs, the elderly, people with disabilities, and children with weak traffic sometimes run out of time when crossing a pedestrian crossing and are urged to finish early. It was happening.

【0007】又、横断歩道を渡ろうとする歩行者が全く
存在しない時や、横断信号青により横断者がすぐに渡り
終えてしまった場合でも、車両のドライバーは車道信号
の赤により無用に待たされることになり、ドライバーに
イライラ感を与えたり、無用の待ち時間によって交通渋
滞が生じるといった問題を有していた。
Further, even when there are no pedestrians trying to cross a pedestrian crossing or when a pedestrian crosses over immediately due to a pedestrian crossing blue, the driver of the vehicle is uselessly waited by the red traffic light. In addition, there are problems that the driver feels irritated and that unnecessary waiting time causes traffic congestion.

【0008】又、こうした問題点を解決するための方法
として、横断歩道の近傍に、横断歩道を渡る人の有無や
人数及び移動速度を検出するための超音波式の歩行者感
知器、赤外線感知器、或いはCCDカメラ等を設置し
て、横断歩道を渡る人の人数や横断歩道を渡る時の移動
速度等をおおよそ検出し、これらの検出信号を参考にし
て、横断歩道の信号機の切り替えのタイミングを調節す
るようにした方法が種々提案されている。
As a method for solving these problems, an ultrasonic type pedestrian detector for detecting the number of people crossing the pedestrian crossing, the number of people and the moving speed in the vicinity of the pedestrian crossing, and infrared sensing. Equipped with a vessel or CCD camera to roughly detect the number of people crossing the pedestrian crossing and the moving speed when crossing the pedestrian crossing, and referring to these detection signals, the timing of switching the traffic lights of the pedestrian crossing There have been proposed various methods for adjusting.

【0009】[0009]

【発明が解決しようとする課題】上記した従来の超音波
式の歩行者感知器、赤外線感知器、CCDカメラ等を用
いた方法は、横断歩道を二次元平面で捕らえるようにし
たものであり、よって横断歩道を渡る人の有無やおおよ
その人数及び移動速度等が検出できるが、人数を正確に
検出することはできず、又検出対象が大人の健常者か、
子供か、車椅子の人か、足の不自由な人か等を正確に判
断することはできず、そのために交通弱者に対するきめ
細かな信号制御を行えないという問題を有していた。
The method using the above-mentioned conventional ultrasonic type pedestrian detector, infrared detector, CCD camera, etc. is designed to capture a pedestrian crossing in a two-dimensional plane. Therefore, it is possible to detect the presence or absence of people crossing the pedestrian crossing and the approximate number of people and moving speed, but it is not possible to accurately detect the number of people, and whether the detection target is an adult healthy person,
There is a problem in that it is not possible to accurately determine whether the child, the person in a wheelchair, or the person with a disability, etc., and therefore, it is not possible to perform detailed signal control for the vulnerable person.

【0010】又、特に赤外線感知器やCCDカメラ等を
用いて検出する方法では、夜間や雨、雪等の環境状況に
よっては検出精度が大幅に低下したり検出不能になると
いう問題を有していた。
In particular, the method of detecting using an infrared sensor or a CCD camera has a problem that the detection accuracy is significantly lowered or becomes undetectable depending on environmental conditions such as nighttime, rain, and snow. It was

【0011】本発明は、かかる従来装置のもつ問題点を
解決すべくなしたもので、天候等の環境状況に左右され
ることなく横断歩道周辺における検出対象の大きさ、形
状、及び経時的な位置の変化とを測定することにより、
信号待ちの人数、横断中の人の個別の情報や動向を検出
できるようにして、交通弱者の安全な横断と、適切な信
号切り替えによる無意味な交通の渋滞を防止するように
した歩行者感応信号制御方法を提供することを目的とし
ている。
The present invention has been made to solve the problems of the conventional device. The size, shape, and temporal characteristics of the detection target around the pedestrian crossing are not affected by environmental conditions such as weather. By measuring the change in position and
It is possible to detect individual information and trends of the number of people waiting for a signal and people crossing, to safely cross traffic weak people and to prevent meaningless traffic congestion by switching signals appropriately. It is an object to provide a signal control method.

【0012】[0012]

【課題を解決するための手段】請求項1記載の発明は、
横断歩道とその周辺の車道、及び信号待ちエリアをカバ
ーする検出範囲に、レーザ感知器によりレーザ光を走査
しながら投射してレーザ光の反射時間を計測し、その計
測値から検出範囲における検出対象の大きさと形状と走
査ごとの位置の変化とを測定して歩行者の人数を検出
し、信号待ちエリアの歩行者の人数が設定人数を超えた
時は、設定サイクルに対し車道信号の青時間を短縮して
横断信号を青に切り替える制御を行うことを特徴とする
歩行者感応信号制御方法、に係るものである。
The invention according to claim 1 is
The laser sensor scans and projects the laser light onto the detection area that covers the pedestrian crossing, the roadway around it, and the signal waiting area, and measures the reflection time of the laser light. The number of pedestrians is detected by measuring the size and shape of the pedestrian and the change in position for each scan, and when the number of pedestrians in the signal waiting area exceeds the set number of people, the green time of the roadway signal for the set cycle The present invention relates to a method for controlling a pedestrian response signal, characterized in that control for switching the crossing signal to blue is performed by shortening.

【0013】請求項2記載の発明は、横断歩道とその周
辺の車道、及び信号待ちエリアをカバーする検出範囲
に、レーザ感知器によりレーザ光を走査しながら投射し
てレーザ光の反射時間を計測し、その計測値から検出範
囲における検出対象の大きさと形状と走査ごとの位置の
変化とを測定して歩行者の人数を検出し、信号待ちエリ
アの歩行者の人数に応じて設定サイクルに対し横断信号
の青の時間幅を段階的又は連続的に増減する制御を行う
ことを特徴とする歩行者感応信号制御方法、に係るもの
である。
According to a second aspect of the present invention, the laser light is projected onto the detection range covering the pedestrian crossing, the roadway around the pedestrian crossing, and the signal waiting area while scanning the laser light, and the reflection time of the laser light is measured. The number of pedestrians is detected by measuring the size and shape of the detection target in the detection range and the change in position for each scan from the measured values, and the set cycle is determined according to the number of pedestrians in the signal waiting area. The present invention relates to a pedestrian response signal control method, characterized in that control is performed to increase or decrease the blue time width of a crossing signal stepwise or continuously.

【0014】請求項3記載の発明は、請求項1又は2記
載の歩行者感応信号制御方法であって、横断信号の青の
終盤において横断歩道及びその周辺に歩行者が存在する
場合は横断信号の青時間を延長する制御を行うことを特
徴とする歩行者感応信号制御方法、に係るものである。
The invention according to claim 3 is the method for controlling a pedestrian-sensitive signal according to claim 1 or 2, wherein when a pedestrian is present at the pedestrian crossing and its periphery at the end of the crossing signal in blue, the pedestrian signal The present invention relates to a pedestrian response signal control method, characterized in that control for extending the green time is performed.

【0015】請求項4記載の発明は、請求項1又は2記
載の歩行者感応信号制御方法であって、横断信号の青の
終盤において横断歩道及びその周辺に歩行者が存在する
場合は横断信号の青の点滅時間を延長する制御を行うこ
とを特徴とする歩行者感応信号制御方法、に係るもので
ある。
The invention according to claim 4 is the method for controlling a pedestrian response signal according to claim 1 or 2, wherein when a pedestrian is present at the pedestrian crossing and its periphery at the end of the crossing signal in blue, the pedestrian signal is generated. The method for controlling a pedestrian response signal is characterized by performing control for extending the blue blinking time.

【0016】請求項5記載の発明は、請求項1又は2記
載の歩行者感応信号制御方法であって、横断信号の青の
終盤において横断歩道及びその周辺に歩行者が存在する
場合は横断信号の青時間を延長し、更に横断信号の青の
点滅時間を延長する制御を行うことを特徴とする歩行者
感応信号制御方法、に係るものである。
The invention according to claim 5 is the method for controlling a pedestrian sensitive signal according to claim 1 or 2, wherein when a pedestrian is present at the pedestrian crossing and its periphery at the end of the crossing signal in blue, the pedestrian signal is detected. The method for controlling a pedestrian sensitive signal is characterized in that the control is performed to extend the blue time of the crossing signal and further extend the blinking time of the crossing signal in blue.

【0017】請求項6記載の発明は、請求項3〜5のい
ずれかに記載の歩行者感応信号制御方法であって、延長
時間の最大幅を規定する制御を行うことを特徴とする歩
行者感応信号制御方法、に係るものである。
The invention according to claim 6 is the pedestrian response signal control method according to any one of claims 3 to 5, characterized in that control is performed to define the maximum width of the extension time. The present invention relates to a sensitive signal control method.

【0018】本発明によれば、以下のように作用する。According to the present invention, it operates as follows.

【0019】請求項1に係る発明では、レーザ感知器に
より横断歩道とその周辺の車道、及び信号待ちエリアを
カバーする検出範囲にレーザ光を走査しながら投射して
その反射時間を計測し、その計測値から検出範囲におけ
る検出対象の大きさと形状と走査ごとの位置の変化とを
測定して歩行者の人数を検出し、信号待ちエリアの歩行
者の人数が設定人数を超えた時は、設定サイクルに対し
車道信号の青時間を短縮して横断信号を青信号に切り替
える制御を行うので、横断歩道の信号待ちエリアに一定
人数以上の歩行者が溢れることを防止し、歩行者にイラ
イラ感を与えたり、無理な横断をしようとする問題を防
止することができる。
According to the first aspect of the present invention, the laser detector scans and projects the laser light onto the detection range covering the pedestrian crossing, the roadway around the pedestrian crossing, and the signal waiting area, and measures the reflection time. The number of pedestrians is detected by measuring the size and shape of the detection target in the detection range from the measured value and the change in position for each scan, and when the number of pedestrians in the signal waiting area exceeds the set number of people, the setting is made. Since the green time of the roadway signal is shortened for the cycle and the crossing signal is switched to the green signal, it is possible to prevent a certain number of pedestrians from overflowing in the signal waiting area of the pedestrian crossing and to give pedestrians a feeling of frustration. Or, it can prevent the problem of trying to cross unreasonably.

【0020】請求項2に係る発明では、レーザ感知器に
より横断歩道とその周辺の車道、及び信号待ちエリアを
カバーする検出範囲にレーザ光を走査しながら投射して
その反射時間を計測し、その計測値から検出範囲におけ
る検出対象の大きさと形状と走査ごとの位置の変化とを
測定して歩行者の人数を検出し、信号待ちエリアの歩行
者の人数に応じて設定サイクルに対し横断信号の青の時
間幅を段階的又は連続的に増減する制御を行うので、合
理的な信号の切り替えが可能となり、自動車のドライバ
ーが無用に待たされることがなくなり、ドライバーにイ
ライラ感を与えることがなくなると共に、無用の待ち時
間による交通渋滞の発生を防止することができる。
According to the second aspect of the present invention, the laser detector scans the laser light onto the detection range covering the pedestrian crossing, the roadway around the pedestrian crossing, and the signal waiting area, and projects the laser light to measure the reflection time. The number of pedestrians is detected by measuring the size and shape of the detection target in the detection range from the measurement value and the change in position for each scan, and the number of pedestrians is set for the set cycle according to the number of pedestrians in the signal waiting area. Since the control to increase / decrease the blue time width stepwise or continuously is performed, it is possible to switch the signals rationally, the driver of the car is not kept waiting unnecessarily, and the driver is not irritated. It is possible to prevent the occurrence of traffic congestion due to unnecessary waiting time.

【0021】請求項3〜5に係る発明では、横断信号の
青の終盤において横断歩道及びその周辺に歩行者が存在
する場合に、横断信号の青時間を延長する、或いは、横
断信号の青の点滅時間を延長する、或いはその両者を組
合わせるようにしたので、歩行者はあせらずに横断歩道
を渡り終ることができ、よって交通弱者の安全な横断を
可能になる。
In the inventions according to claims 3 to 5, when the pedestrian is present at the pedestrian crossing and its surroundings at the end of the blue crossing signal, the green time of the crossing signal is extended or the blue color of the crossing signal is changed. Since the blinking time is extended or both are combined, a pedestrian can cross the pedestrian crossing without hesitation, and thus a vulnerable traffic person can safely cross.

【0022】請求項6に係る発明では、延長時間の最大
幅を規定しているので、交通の渋滞を防止することがで
きる。
In the invention according to claim 6, since the maximum width of the extension time is defined, traffic congestion can be prevented.

【0023】[0023]

【発明の実施の形態】以下、本発明の好適な実施の形態
を図面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described below with reference to the drawings.

【0024】図2は本発明を実施する形態の一例を示し
たものであり、図2では2車線の車道2Aと車道2Bが
交差した交差点を示しており、該交差点には歩行者が前
記車道2A,2Bを横切るための横断歩道1が4箇所に
設けられている。
FIG. 2 shows an example of an embodiment of the present invention. FIG. 2 shows an intersection where two lanes 2A and 2B cross each other, and a pedestrian is present at the intersection. There are four pedestrian crossings 1 for crossing 2A and 2B.

【0025】交差点の略4隅にはポスト3が設けられて
おり、該ポスト3には、三燈(赤青黄)の車道信号4が
走行車両の上部前方に位置するように取り付けられてお
り、又ポスト3には横断歩道1の前後上部に位置するよ
うに横断信号5,6が対向して取り付けられている。図
中7は車道の白線、8は停止線である。
Posts 3 are provided at approximately four corners of the intersection, and the road signals 4 of three lights (red, blue, and yellow) are attached to the posts 3 so as to be located in the upper front of the traveling vehicle. Further, crossing signals 5 and 6 are attached to the post 3 so as to be located at the front and rear upper portions of the pedestrian crossing 1 so as to face each other. In the figure, 7 is a white line on the roadway and 8 is a stop line.

【0026】図2ではA方向の車両は停止、B方向の車
両は走行の状態にあり、従って、B方向の横断歩道1は
歩行者が横断しており、A方向の横断歩道1における両
端部の信号待ちエリア9では歩行者が信号待ちしてい
る。
In FIG. 2, the vehicle in the A direction is stopped and the vehicle in the B direction is in a traveling state. Therefore, the pedestrian crosses the pedestrian crossing 1 in the B direction, and both ends of the pedestrian crossing 1 in the A direction are crossed. A pedestrian is waiting for a signal in the signal waiting area 9.

【0027】前記各ポスト3には、横断歩道1と該横断
歩道1の左右側周辺の車道、及び横断歩道1の両端部の
信号待ちエリア9を所要の幅Lでカバーする検出範囲1
0にパルスレーザ光11を投射し、反射してくる反射レ
ーザ光を検出するようにしたスキャン式のレーザ感知器
12を設置している。該レーザ感知器12による検出範
囲10は、横断歩道1の周辺を例えば3〜4メートル程
度はみ出す幅Lで検出するようにしている。レーザ感知
器12は、前記横断歩道1を見渡せる位置に設置するこ
とが好ましく、よって前記信号4設置のためのポスト3
以外にレーザ感知器12を設置するための新たなポスト
等を設けてもよい。
Each of the posts 3 has a detection range 1 that covers the pedestrian crossing 1 and roads around the pedestrian crossing 1 and the signal waiting areas 9 at both ends of the pedestrian crossing 1 with a required width L.
A scan type laser sensor 12 which projects a pulsed laser light 11 to 0 and detects a reflected laser light which is reflected is installed. The detection range 10 of the laser sensor 12 is designed to detect the periphery of the pedestrian crossing 1 with a width L that is about 3 to 4 meters. The laser detector 12 is preferably installed at a position overlooking the pedestrian crossing 1, and therefore the post 3 for installing the signal 4 is provided.
Besides, a new post or the like for installing the laser sensor 12 may be provided.

【0028】前記スキャン式のレーザ感知器12は、図
1に示すような構成を有している。即ち、レーザ感知器
12は、モータ13によりスキャン軸14を中心に三面
ミラー15をX方向にスキャンさせるスキャン装置16
と、該スキャン装置16を、モータ17によりスイング
軸18を中心にY方向に回動(スイング)させるスイン
グ装置19とを備えている。
The scan type laser sensor 12 has a structure as shown in FIG. That is, the laser detector 12 includes a scanning device 16 that causes the motor 13 to scan the three-sided mirror 15 in the X direction about the scan axis 14.
And a swing device 19 for rotating (swinging) the scanning device 16 in the Y direction about a swing shaft 18 by a motor 17.

【0029】レーザ感知器12に備えたレーザ光源20
からのパルスレーザ光11は、ミラー21等を有するレ
ーザ投射装置22を介して前記三面ミラー15に出力さ
れるようになっており、三面ミラー15に出力されたパ
ルスレーザ光11は、前記横断歩道1とその周辺、及び
信号待ちエリア9をカバーする検出範囲10に走査され
るようになっている。又検出範囲10に投射されて反射
した反射レーザ光23は、前記三面ミラー15に戻り、
更に反射レーザ光23はレンズ24を介して受光素子2
5に入力され、受光素子25による計測信号26(電気
信号)は歩行者検出装置27に入力されるようになって
いる。
Laser light source 20 provided in the laser detector 12
The pulsed laser light 11 from the above is output to the three-sided mirror 15 via a laser projection device 22 having a mirror 21 and the like, and the pulsed laser light 11 output to the three-sided mirror 15 is the crosswalk. 1 and its surroundings, and a detection range 10 covering the signal waiting area 9 are scanned. Further, the reflected laser light 23 projected and reflected on the detection range 10 returns to the three-sided mirror 15,
Further, the reflected laser light 23 is transmitted through the lens 24 to the light receiving element 2
5, the measurement signal 26 (electrical signal) from the light receiving element 25 is input to the pedestrian detection device 27.

【0030】歩行者検出装置27では、受光素子25か
らの計測信号26が入力されることにより、検出範囲1
0を走査して各点から反射してくる反射レーザ光23の
反射時間を計測している。
In the pedestrian detection device 27, the measurement signal 26 from the light receiving element 25 is input to detect the detection range 1
0 is scanned and the reflection time of the reflected laser light 23 reflected from each point is measured.

【0031】横断歩道1に人等の検出対象が存在しない
時に図3に示すようにX方向に1回スキャンして走査を
行うと、横断歩道1の面から反射してくる反射レーザ光
23の反射時間は略一定値であり、続いてスイング装置
19によりスキャン装置16を微小角度スイングさせた
後、同様にスキャンさせた時も、横断歩道1の面から反
射してくる反射レーザ光23の反射時間は略一定値であ
り、このようにしてスキャンとスイングにより検出範囲
10を走査して検出した計測値は、図面上に表わすと図
4に示すように面状となる。
When the pedestrian crossing 1 does not have a detection target such as a person, when scanning is performed once in the X direction as shown in FIG. 3, the reflected laser light 23 reflected from the surface of the pedestrian crossing 1 is emitted. The reflection time is a substantially constant value, and subsequently, when the scanning device 16 is swung by the swing device 19 at a slight angle and then similarly scanned, the reflection laser light 23 reflected from the surface of the pedestrian crossing 1 is reflected. The time is a substantially constant value, and the measurement value detected by scanning the detection range 10 by scanning and swinging in this way has a planar shape as shown in FIG. 4 when shown in the drawing.

【0032】一方、図3のように横断歩道1に人や車椅
子、自転車等の検出対象P(歩行者)が存在すると、そ
の歩行者Pに投射されたパルスレーザ光11の各点から
の反射時間が短くなるように変化し、これによって、歩
行者Pの大きさ、形状、位置が図4のように三次元x,
y,z的に点28によって表示されるようになる。更
に、走査を繰り返すと、時間経過により上記歩行者Pの
大きさと形状と位置の計測値が変化し、これによって、
歩行者Pの個々の情報を更に詳細に知ることができ、又
歩行者Pの移動速度も計測することができる。
On the other hand, when a detection target P (pedestrian) such as a person, a wheelchair, or a bicycle exists on the pedestrian crossing 1 as shown in FIG. 3, the pulsed laser light 11 projected on the pedestrian P is reflected from each point. The time is changed so that the size, shape, and position of the pedestrian P are reduced to three-dimensional x, as shown in FIG.
The point 28 is displayed in y and z. Further, when the scanning is repeated, the measurement values of the size, shape, and position of the pedestrian P change with the passage of time, which causes
The individual information of the pedestrian P can be known in more detail, and the moving speed of the pedestrian P can also be measured.

【0033】更に、図4に示した点28による三次元の
データから、図5に示すように歩行者Pに重み付けした
検出値29を得ることができ、この検出値29の大きさ
と形状と走査ごとの位置の変化から検出範囲10におけ
る歩行者Pの人数を検出することができる。
Further, as shown in FIG. 5, a detection value 29 weighted to the pedestrian P can be obtained from the three-dimensional data of the point 28 shown in FIG. 4, and the size, shape and scanning of the detection value 29 are obtained. The number of pedestrians P in the detection range 10 can be detected from the change in the position for each.

【0034】従って、検出値29による大きさと形状と
位置の経時変化から、信号待ちの場合には信号待ちエリ
ア9で信号待ちしている人数を検出することができ、
又、横断中の場合には、車椅子の人、足の不自由な人、
子供等の交通弱者を識別して検出することができる。更
にこの他に自転車、落下物等の障害物の存在も計測する
ことができる。
Therefore, the number of persons waiting for a signal in the signal waiting area 9 can be detected in the case of waiting for a signal from the change with time of the size, shape and position based on the detected value 29.
If you are crossing, wheelchair users, people with disabilities,
It is possible to identify and detect vulnerable people such as children. In addition to this, the presence of obstacles such as bicycles and falling objects can also be measured.

【0035】上記したように、信号待ちしている人数
や、横断している車椅子の人、足の不自由な人、子供等
の交通弱者を検出することができ、図1に示すようにこ
の検出信号30を信号修正装置31に入力している。信
号修正装置31は、予め設定した設定条件32に基づい
て信号切替器33に修正信号34を出力して設定サイク
ル35により設定時間で切替制御されている車道信号4
と横断信号5,6の修正を行うようにしている。
As described above, it is possible to detect the number of people waiting for a signal, the person in a wheelchair that is crossing, the person with a lameness, the child or the like, and as shown in FIG. The detection signal 30 is input to the signal correction device 31. The signal correction device 31 outputs the correction signal 34 to the signal switch 33 based on the preset setting condition 32, and the road signal 4 which is switch-controlled at the set time by the setting cycle 35.
And the crossing signals 5 and 6 are corrected.

【0036】上記設定条件としては、信号待ちエリア
9での信号待ち人数が設定値以上であるか、及び、信
号待ちエリア9での信号待ち人数が段階的に設定した設
定幅のどこにあるか、及び、横断信号5,6が青の終
盤時に横断歩道1上に歩行者Pが居るか、等とすること
ができる。
As the above-mentioned setting conditions, whether the number of people waiting for signals in the signal waiting area 9 is equal to or larger than a set value, and where the number of people waiting for signals in the signal waiting area 9 is within the set width set stepwise, Also, whether the pedestrian P is on the pedestrian crossing 1 when the crossing signals 5 and 6 are in the final stage of blue can be determined.

【0037】又、図1の信号切替器33は伝達装置36
に接続されており、伝達装置36は、音声や文字等によ
って横断者に横断の注意を知らせるようにしている。
Further, the signal switch 33 of FIG.
The transmission device 36 is configured to notify a crossing person of a crossing caution by voice, characters, or the like.

【0038】上記した如く、レーザ感知器12を用いて
検出範囲10における歩行者Pを検出するようにしたこ
とにより、天候等の環境状況に左右されることなく高い
精度で歩行者Pを検出することができ、よって、歩行者
検出装置27からの検出信号30に基づき、信号修正装
置31の設定値により得た修正信号34を信号切替器3
3に出力して車道信号4と横断信号5,6の切り替えを
修正するようにしたことにより、交通弱者が安全に横断
でき、しかも適切な信号切り替えにより無意味な交通の
渋滞を防止することができる。
As described above, by detecting the pedestrian P in the detection range 10 using the laser sensor 12, the pedestrian P can be detected with high accuracy without being influenced by environmental conditions such as weather. Therefore, based on the detection signal 30 from the pedestrian detection device 27, the correction signal 34 obtained by the set value of the signal correction device 31 is output to the signal switch 3
By outputting to 3 and correcting the switching between the roadway signal 4 and the crossing signals 5 and 6, traffic weak people can safely cross, and it is possible to prevent meaningless traffic congestion by appropriate signal switching. it can.

【0039】上記形態により行う本発明の歩行者感応信
号制御の方法を説明する。
A method of controlling a pedestrian sensitive signal according to the present invention, which is carried out in the above-described mode, will be described.

【0040】車道信号4と横断信号5,6は、図1に示
すように、図2の交差点における時間、曜日、季節等に
応じた車両交通量と横断者数の変動に対応するよう選定
した設定サイクル35を信号切替器33に入力し、この
設定サイクル35により切替制御が行われている。
As shown in FIG. 1, the roadway signal 4 and the crossing signals 5 and 6 are selected so as to correspond to changes in the vehicle traffic volume and the number of pedestrians depending on the time, day of the week, season, etc. at the intersection of FIG. The setting cycle 35 is input to the signal switch 33, and switching control is performed by the setting cycle 35.

【0041】即ち、設定サイクル35による切り替え
は、図6(a)(b)に示すように、横断信号5,6が
赤の時は車道信号4は青であり、車道信号4は設定青時
間S1が経過後、黄になって赤に切り替わり、これと同
時に横断信号5,6が青に切り替わる。次に横断信号
5,6の青が設定青時間H1経過後、青の点滅となって
赤に切り替わり、これと同時に車道信号4が青に切り替
わるという操作が繰り返される制御が行われる。
That is, as shown in FIGS. 6 (a) and 6 (b), when the crossing signals 5 and 6 are red, the roadway signal 4 is blue and the roadway signal 4 is the set green time. After the passage of S1, it turns yellow and switches to red, and at the same time, the crossing signals 5 and 6 switch to blue. Next, after the set green time H1 has passed, the blue of the crossing signals 5 and 6 becomes blinking of blue and switches to red, and at the same time, the operation of switching the roadway signal 4 to blue is repeated.

【0042】このように設定サイクル35により信号の
切り替えが行われている状態において、本発明の第1の
方法では、前記歩行者検出装置27にて検出された検出
信号30に基づき、信号修正装置31は信号待ちエリア
9に信号待ちしている歩行者Pの人数が設定値以上かを
検出している。信号待ちの人数が設定値に達したことが
検出されると、信号修正装置31は修正信号34aを信
号切替器33に出力し、これにより図7(a)(b)の
ように、直ちに車道信号4を黄にした後赤に切り替え、
これと同時に横断信号5,6を青に切り替える。このよ
うに車道信号4の設定青時間S1をS2に短縮すること
により、横断歩道1の信号待ちエリア9に一定人数以上
の歩行者Pが溢れることを防止し、歩行者Pにイライラ
感を与えたり、無理な横断をしようとする問題を防止で
きる。
In the state where the signals are switched by the setting cycle 35 as described above, in the first method of the present invention, the signal correction device is based on the detection signal 30 detected by the pedestrian detection device 27. Reference numeral 31 detects whether the number of pedestrians P waiting for a signal in the signal waiting area 9 is equal to or larger than a set value. When it is detected that the number of people waiting for a signal has reached the set value, the signal correction device 31 outputs a correction signal 34a to the signal switching device 33, which immediately causes the road to move as shown in FIGS. 7 (a) and 7 (b). Turn traffic light 4 to yellow and then to red,
At the same time, the crossing signals 5 and 6 are switched to blue. In this way, by shortening the set green time S1 of the roadway signal 4 to S2, it is possible to prevent a certain number or more of pedestrians P from overflowing in the signal waiting area 9 of the pedestrian crossing 1, and to give the pedestrian P a feeling of frustration. Or prevent the problem of trying to cross the road unreasonably.

【0043】本発明の第2の方法について、図8、図9
について説明する。尚、図8は図6(b)と同様に横断
信号5,6が設定サイクル35によって切り替えられて
いる状態であり、比較例として示している。
Regarding the second method of the present invention, FIGS.
Will be described. Note that FIG. 8 shows a state in which the crossing signals 5 and 6 are switched by the setting cycle 35 as in FIG. 6B, and is shown as a comparative example.

【0044】図1の歩行者検出装置27によって検出さ
れた検出信号30に基づき、信号修正装置31は信号待
ちエリア9に信号待ちしている歩行者Pの人数が段階的
に設定された設定幅のどこにあるかを検出している。こ
の段階的な設定幅の設定としては、信号待ちエリアの人
数を、例えば0人(1区)、1〜5人(2区)、6〜1
4人(3区)、15人以上(4区)等のように段階的に
区切って設定する。そして、上記歩行者検出装置27に
よって検出された信号待ちの人数に基づき、例えば信号
待ちしている人がいない1区の場合には、横断信号5,
6の赤を継続するようにし、最も少ない人数の2区にな
った時は、例えば修正信号34bによって図9のように
横断信号5,6の青設定時間H1を短縮した時間H2に
なるように修正する。又、信号待ちの人数が2区又は3
区の場合には、例えば修正信号34cによって人数の設
定幅(区)に応じた横断信号5,6の青時間H3になる
ように修正する。
On the basis of the detection signal 30 detected by the pedestrian detection device 27 of FIG. 1, the signal correction device 31 sets the step width in which the number of pedestrians P waiting for a signal in the signal waiting area 9 is set stepwise. Where it is. As the setting of the stepwise setting width, the number of people in the signal waiting area is set to, for example, 0 person (1 ward), 1 to 5 persons (2 ward), 6 to 1
Set it in stages, such as 4 people (3 wards), 15 people or more (4 wards), etc. Then, based on the number of people waiting for a signal detected by the pedestrian detection device 27, for example, in the case of 1 ward in which there are no people waiting for a signal, the crossing signal 5,
6 is continued, and when the number of people in the second zone is the smallest, for example, by the correction signal 34b, the blue setting time H1 of the crossing signals 5 and 6 is shortened to the time H2 as shown in FIG. Fix it. Also, the number of people waiting for the signal is 2 wards or 3
In the case of a section, for example, the correction signal 34c is used to correct the green time H3 of the crossing signals 5 and 6 according to the set width (section) of the number of people.

【0045】このように、信号待ちの歩行者Pが全く検
出されない場合には車道信号4は連続して青信号とし、
又信号待ちエリア9に歩行者Pが居る場合には信号待ち
の人数に応じて横断信号5,6の青時間を段階的に設定
するようにしたので、合理的な信号の切り替えが可能と
なり、自動車のドライバーが無用に待たされることがな
くなり、ドライバーにイライラ感を与えることがなくな
ると共に、無用の待ち時間による交通渋滞の発生を防止
することができる。尚、上記説明では、信号待ちの人数
に応じて、横断信号5,6の信号制御を予め設定した段
階的な時間幅から選定して行うようにしたが、信号待ち
の人数に応じて横断信号5,6を例えば0.1秒のよう
な短い時間幅でほぼ連続的に制御することもできる。
As described above, when no pedestrian P waiting for a signal is detected, the roadway signal 4 is continuously made a green signal,
Further, when there are pedestrians P in the signal waiting area 9, the green time of the crossing signals 5 and 6 is set stepwise according to the number of people waiting for the signal, so that rational switching of signals becomes possible, It is possible to prevent the driver of an automobile from waiting unnecessarily, to prevent the driver from feeling irritated, and to prevent traffic congestion due to unnecessary waiting time. In the above description, the signal control of the crossing signals 5 and 6 is performed by selecting the preset stepwise time width according to the number of people waiting for a signal. It is also possible to control 5, 6 almost continuously in a short time width such as 0.1 seconds.

【0046】更に、上記第1の方法及び第2の方法に関
連して行われる本発明の第3の方法について、図10、
図11について説明する。
Furthermore, FIG. 10 shows a third method of the present invention performed in connection with the first method and the second method.
FIG. 11 will be described.

【0047】スキャン式のレーザ感知器12は横断歩道
1の周辺を走査しているので、前記歩行者検出装置27
では横断中の歩行者Pの個別の情報や動向を検出するこ
とができる。従って、横断信号5,6の青設定時間H1
の終了時に横断歩道1上に歩行者Pが検出された場合に
は、信号修正装置31は修正信号34dを信号切替器3
3に出力し、図10に示すように時間H4だけ設定青時
間H1を延長する。これにより、横断信号5,6の実際
の青時間はH1+H5となる。
Since the scanning type laser sensor 12 scans the periphery of the pedestrian crossing 1, the pedestrian detecting device 27 is used.
Then, it is possible to detect individual information and trends of the pedestrian P who is crossing. Therefore, the blue setting time H1 of the crossing signals 5 and 6
When a pedestrian P is detected on the pedestrian crossing 1 at the end of, the signal correction device 31 outputs the correction signal 34d to the signal switching device 3
3, and the set green time H1 is extended by the time H4 as shown in FIG. As a result, the actual green time of the crossing signals 5 and 6 becomes H1 + H5.

【0048】又、上記したように横断信号5,6の青設
定時間H1の終了時に横断歩道1上に歩行者Pが検出さ
れた場合に、修正信号34dによって青時間を延長する
ことに代えて、図11に示すように修正信号34dによ
って青設定時間H1の後の青の点滅時間を時間H5だけ
延長させるようにしてもよい。
Further, as described above, when the pedestrian P is detected on the pedestrian crossing 1 at the end of the blue set time H1 of the crossing signals 5 and 6, instead of extending the green time by the correction signal 34d. As shown in FIG. 11, the blinking time of blue after the blue setting time H1 may be extended by the time H5 by the correction signal 34d.

【0049】上記したように、横断信号5,6の青設定
時間H1に渡り終わらない歩行者Pがいる場合には、青
時間を延長する或いは青の点滅時間を延長することによ
って歩行者Pは横断歩道1を渡り終ることができ、よっ
て交通弱者の安全な横断を可能にできる。又、上記した
青時間を延長した後に更に青の点滅時間を延長するよう
に組合わせて実施してもよい。
As described above, when there is a pedestrian P who does not finish over the blue set time H1 of the crossing signals 5 and 6, the pedestrian P is extended by extending the blue time or the blue blinking time. It is possible to cross the pedestrian crossing 1 and end, thus making it possible for people with weak traffic to cross safely. Further, it may be carried out in combination so as to further extend the blinking time of blue after extending the above-mentioned blue time.

【0050】更に、上記青時間を延長する修正、青の点
滅時間を延長する修正、及びそれを組合わせて延長する
修正は、延長時間の最大幅を予め規定し、規定時間以上
は延長されないようにすることができる。
Further, the correction for extending the green time, the correction for extending the blue blinking time, and the modification for combining them are defined in advance with the maximum width of the extension time, and are not extended beyond the specified time. Can be

【0051】更に、本発明の他の方法としては、車両の
混雑状況が入手可能な場合において、車両の混雑が設定
値を超えた場合には、第1の方法による車道信号4の青
時間の短縮は行わず、第2の方法である信号待ちエリア
9の信号待ち人数に応じた横断信号の青時間の設定と、
第3の方法である横断歩道1上の歩行者Pを渡り終わら
せるための横断信号5,6の青時間の延長、青の点滅時
間の延長を行い、これによって車両の信号待ち時間を短
縮して渋滞の問題を軽減することが好ましい。
Furthermore, as another method of the present invention, when the congestion status of the vehicle is available and the congestion of the vehicle exceeds the set value, the green time of the roadway signal 4 according to the first method is set. Without shortening, setting the green time of the crossing signal according to the number of people waiting for the signal in the signal waiting area 9 which is the second method,
The third method is to extend the green time of the crossing signals 5 and 6 for ending the pedestrian P on the pedestrian crossing 1 and the blue flashing time, thereby shortening the signal waiting time of the vehicle. It is preferable to alleviate the problem of congestion.

【0052】尚、本発明は上記形態例にのみ限定される
ものではなく、レーザ感知器には種々の方式のものを採
用し得ること、交差点以外の車道に設けられる横断歩道
にも適用できること、その他本発明の要旨を逸脱しない
範囲内において種々変更を加え得ること、等は勿論であ
る。
It should be noted that the present invention is not limited to the above-mentioned embodiment, various types of laser detectors can be adopted, and the present invention can be applied to pedestrian crossings provided on roads other than intersections. It goes without saying that other various changes can be made without departing from the scope of the present invention.

【0053】[0053]

【発明の効果】請求項1に係る発明によれば、レーザ感
知器により横断歩道とその周辺の車道、及び信号待ちエ
リアをカバーする検出範囲にレーザ光を走査しながら投
射してその反射時間を計測し、その計測値から検出範囲
における検出対象の大きさと形状と走査ごとの位置の変
化とを測定して歩行者の人数を検出し、信号待ちエリア
の歩行者の人数が設定人数を超えた時は、設定サイクル
に対し車道信号の青時間を短縮して横断信号を青信号に
切り替える制御を行うようにしたので、横断歩道の信号
待ちエリアに一定人数以上の歩行者が溢れることを防止
し、歩行者にイライラ感を与えたり、無理な横断をしよ
うとする問題を防止できる効果がある。
According to the first aspect of the invention, the laser detector projects the laser light while scanning the laser light onto the detection range covering the pedestrian crossing, the roadway around the pedestrian crossing, and the signal waiting area, and the reflection time of the laser light is projected. The number of pedestrians was measured by measuring the size and shape of the detection target in the detection range and the change in position for each scan from the measured values, and the number of pedestrians in the signal waiting area exceeded the set number. At the time, the green time of the roadway signal was shortened with respect to the set cycle, and control was performed to switch the crossing signal to the green signal, so it is possible to prevent a certain number of pedestrians from overflowing in the signal waiting area of the pedestrian crossing. It has the effect of giving pedestrians a feeling of frustration and preventing the problem of trying to cross unreasonably.

【0054】請求項2に係る発明によれば、レーザ感知
器により横断歩道とその周辺の車道、及び信号待ちエリ
アをカバーする検出範囲にレーザ光を走査しながら投射
してその反射時間を計測し、その計測値から検出範囲に
おける検出対象の大きさと形状と走査ごとの位置の変化
とを測定して歩行者の人数を検出し、信号待ちエリアの
歩行者の人数に応じて設定サイクルに対し横断信号の青
の時間幅を段階的又は連続的に増減する制御を行うよう
にしたので、合理的な信号の切り替えが可能となり、自
動車のドライバーが無用に待たされることがなくなり、
ドライバーにイライラ感を与えることがなくなると共
に、無用の待ち時間による交通渋滞の発生を防止できる
効果がある。
According to the second aspect of the present invention, the laser detector scans the laser light onto the detection range covering the pedestrian crossing, the roadway around the pedestrian crossing, and the signal waiting area, and the reflection time is measured. The number of pedestrians is detected by measuring the size and shape of the detection target in the detection range and the change in position for each scan from the measured values, and the number of pedestrians in the signal waiting area is crossed with respect to the set cycle. Since the control to increase or decrease the blue time width of the signal stepwise or continuously is performed, it is possible to switch the signal reasonably, and the driver of the car will not be uselessly waited,
It is possible to prevent the driver from feeling irritated and prevent traffic congestion due to unnecessary waiting time.

【0055】請求項3〜5に係る発明によれば、横断信
号の青の終盤において横断歩道及びその周辺に歩行者が
存在する場合に、横断信号の青時間を延長する、或い
は、横断信号の青の点滅時間を延長する、或いはその両
者を組合わせるようにしたので、歩行者はあせらずに横
断歩道を渡り終ることができ、よって交通弱者の安全な
横断を可能にできる効果がある。
According to the inventions of claims 3 to 5, when a pedestrian is present at the pedestrian crossing and its surroundings at the end of the blue crossing signal, the green time of the crossing signal is extended or the green time of the crossing signal is increased. Since the blue blinking time is extended or both of them are combined, the pedestrian can cross the pedestrian crossing without hesitation, and thus, there is an effect that the traffic vulnerable people can safely cross.

【0056】請求項6に係る発明によれば、延長時間の
最大幅を規定しているので、交通の渋滞を防止できる効
果がある。
According to the invention of claim 6, since the maximum width of the extension time is defined, there is an effect that traffic congestion can be prevented.

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

【図1】本発明を実施する装置の形態の一例を示すブロ
ック図である。
FIG. 1 is a block diagram showing an example of the form of an apparatus for carrying out the present invention.

【図2】本発明を適用した交差点の一例を示す平面図で
ある。
FIG. 2 is a plan view showing an example of an intersection to which the present invention is applied.

【図3】本発明における検出範囲にパルスレーザ光を走
査する状態を示す斜視図である。
FIG. 3 is a perspective view showing a state in which a pulse laser beam is scanned in a detection range according to the present invention.

【図4】図3のパルスレーザ光の反射時間により歩行者
が三次元的に点で計測された状態を示す斜視図である。
FIG. 4 is a perspective view showing a state in which a pedestrian is three-dimensionally measured at points according to the reflection time of the pulsed laser light of FIG.

【図5】図4の三次元的に点で計測されたものに重み付
けをして歩行者を識別できる検出値を得た状態を示す斜
視図である。
5 is a perspective view showing a state in which a detection value with which a pedestrian can be identified is obtained by weighting the three-dimensionally measured points.

【図6】(a)(b)は車道信号と横断信号を設定サイ
クルにより切り替えている状態を示すタイムチャートで
ある。
6 (a) and 6 (b) are time charts showing a state in which a roadway signal and a crossing signal are switched by a set cycle.

【図7】(a)(b)は本発明における信号待ちの人数
が設定人数を超えた時に車道信号の青信号を短縮する制
御を行う方法を示すタイムチャートである。
7 (a) and 7 (b) are time charts showing a method of performing control for shortening a green light of a roadway signal when the number of people waiting for a signal exceeds a set number of people in the present invention.

【図8】図6(b)と同様に横断信号が設定サイクルに
よって切り替えられている状態を示した比較例のタイム
チャートである。
FIG. 8 is a time chart of a comparative example showing a state in which the crossing signal is switched by the setting cycle as in FIG. 6 (b).

【図9】本発明における信号待ちの人数に応じて横断信
号の青時間を増減する制御を行う方法を示すタイムチャ
ートである。
FIG. 9 is a time chart showing a method of performing control for increasing or decreasing the green time of a crossing signal according to the number of people waiting for a signal in the present invention.

【図10】本発明における横断信号の青の終盤において
横断歩道に歩行者が居る場合に青時間を延長する制御を
行う方法を示すタイムチャートである。
FIG. 10 is a time chart showing a method of performing control for extending the green time when there is a pedestrian at the pedestrian crossing at the end of the blue crossing signal in the present invention.

【図11】本発明における横断信号の青の終盤において
横断歩道に歩行者が居る場合に青の点滅時間を延長する
制御を行う方法を示すタイムチャートである。
FIG. 11 is a time chart showing a method of controlling to extend the blinking time of blue when a pedestrian is present at a pedestrian crossing at the end of the blue crossing signal in the present invention.

【符号の説明】[Explanation of symbols]

1 横断歩道 2A,2B 車道 4 車道信号 5,6 横断信号 9 信号待ちエリア 10 検出範囲 11 レーザ光(パルスレーザ光) 12 レーザ感知器(スキャン式のレーザ感知器) 23 反射レーザ光 27 歩行者検出装置 30 検出信号 31 信号修正装置 32 設定条件 33 信号切替器 34 修正信号 34a 修正信号 34b 修正信号 34c 修正信号 34d 修正信号 35 設定サイクル P 検出対象(歩行者) S1 設定青時間 H1 設定青時間 1 crosswalk 2A, 2B driveway 4 roadway signal 5, 6 crossing signal 9 Signal waiting area 10 detection range 11 Laser light (pulse laser light) 12 Laser sensor (scan type laser sensor) 23 Reflected laser light 27 Pedestrian detection device 30 detection signal 31 signal correction device 32 setting conditions 33 signal switch 34 Correction signal 34a Correction signal 34b Correction signal 34c Correction signal 34d correction signal 35 setting cycle P Detection target (pedestrian) S1 setting green time H1 setting green time

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小林 健 東京都江東区豊洲三丁目2番16号 石川島 播磨重工業株式会社東京エンジニアリング センター内 (72)発明者 関本 清英 東京都江東区豊洲三丁目1番15号 石川島 播磨重工業株式会社東京エンジニアリング センター内 (72)発明者 久光 豊 東京都江東区豊洲三丁目1番15号 石川島 播磨重工業株式会社東京エンジニアリング センター内 (72)発明者 永田 宏一郎 東京都江東区豊洲三丁目1番15号 石川島 播磨重工業株式会社東京エンジニアリング センター内 Fターム(参考) 5H180 AA21 CC03 JJ02 JJ07 JJ13 5J084 AA05 AA10 AA13 AB07 AC07 AD01 BA03 BA50 BB01 BB28 DA01 DA04 EA04    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Ken Kobayashi             3-2-16 Toyosu, Koto-ku, Tokyo Ishikawajima             Harima Heavy Industries Tokyo Engineering Co., Ltd.             In the center (72) Inventor Kiyohide Sekimoto             3-15 Toyosu, Koto-ku, Tokyo Ishikawajima             Harima Heavy Industries Tokyo Engineering Co., Ltd.             In the center (72) Inventor Yutaka Hisamitsu             3-15 Toyosu, Koto-ku, Tokyo Ishikawajima             Harima Heavy Industries Tokyo Engineering Co., Ltd.             In the center (72) Inventor Koichiro Nagata             3-15 Toyosu, Koto-ku, Tokyo Ishikawajima             Harima Heavy Industries Tokyo Engineering Co., Ltd.             In the center F term (reference) 5H180 AA21 CC03 JJ02 JJ07 JJ13                 5J084 AA05 AA10 AA13 AB07 AC07                       AD01 BA03 BA50 BB01 BB28                       DA01 DA04 EA04

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 横断歩道とその周辺の車道、及び信号待
ちエリアをカバーする検出範囲に、レーザ感知器により
レーザ光を走査しながら投射してレーザ光の反射時間を
計測し、その計測値から検出範囲における検出対象の大
きさと形状と走査ごとの位置の変化とを測定して歩行者
の人数を検出し、信号待ちエリアの歩行者の人数が設定
人数を超えた時は、設定サイクルに対し車道信号の青時
間を短縮して横断信号を青に切り替える制御を行うこと
を特徴とする歩行者感応信号制御方法。
1. A laser sensor scans a laser beam onto a detection range covering a pedestrian crossing, a roadway around the pedestrian crossing, and a signal waiting area to measure the reflection time of the laser beam. Detects the number of pedestrians by measuring the size and shape of the detection target in the detection range and the change in position for each scan, and when the number of pedestrians in the signal waiting area exceeds the set number of people, A method for controlling a pedestrian-sensitive signal, which comprises performing control to shorten a green time of a roadway signal and switch a crossing signal to blue.
【請求項2】 横断歩道とその周辺の車道、及び信号待
ちエリアをカバーする検出範囲に、レーザ感知器により
レーザ光を走査しながら投射してレーザ光の反射時間を
計測し、その計測値から検出範囲における検出対象の大
きさと形状と走査ごとの位置の変化とを測定して歩行者
の人数を検出し、信号待ちエリアの歩行者の人数に応じ
て設定サイクルに対し横断信号の青の時間幅を段階的又
は連続的に増減する制御を行うことを特徴とする歩行者
感応信号制御方法。
2. The reflection time of the laser beam is measured by projecting the laser beam while scanning it with a laser sensor onto a detection range that covers the pedestrian crossing, the roadway around the pedestrian crossing, and the signal waiting area, and from the measured value. The number of pedestrians is detected by measuring the size and shape of the detection target in the detection range and the change in position for each scan, and the blue time of the crossing signal for the set cycle according to the number of pedestrians in the signal waiting area A pedestrian response signal control method comprising performing control to increase or decrease the width stepwise or continuously.
【請求項3】 請求項1又は2記載の歩行者感応信号制
御方法であって、横断信号の青の終盤において横断歩道
及びその周辺に歩行者が存在する場合は横断信号の青時
間を延長する制御を行うことを特徴とする歩行者感応信
号制御方法。
3. The pedestrian sensitive signal control method according to claim 1 or 2, wherein when a pedestrian is present at the pedestrian crossing and its vicinity at the end of the crossing signal blue, the green time of the crossing signal is extended. A pedestrian response signal control method characterized by performing control.
【請求項4】 請求項1又は2記載の歩行者感応信号制
御方法であって、横断信号の青の終盤において横断歩道
及びその周辺に歩行者が存在する場合は横断信号の青の
点滅時間を延長する制御を行うことを特徴とする歩行者
感応信号制御方法。
4. The pedestrian sensitive signal control method according to claim 1 or 2, wherein when a pedestrian is present at a pedestrian crossing and its surroundings at the end of the pedestrian crossing blue, the blinking time of the pedestrian crossing blue is changed. A pedestrian response signal control method characterized by performing extension control.
【請求項5】 請求項1又は2記載の歩行者感応信号制
御方法であって、横断信号の青の終盤において横断歩道
及びその周辺に歩行者が存在する場合は横断信号の青時
間を延長し、更に横断信号の青の点滅時間を延長する制
御を行うことを特徴とする歩行者感応信号制御方法。
5. The pedestrian sensitive signal control method according to claim 1 or 2, wherein the green time of the pedestrian signal is extended when a pedestrian is present at the pedestrian crossing and its periphery at the end of the pedestrian's blue signal. And a method for controlling a pedestrian sensitive signal, further comprising controlling to extend the blinking time of the crossing signal in blue.
【請求項6】 請求項3〜5のいずれかに記載の歩行者
感応信号制御方法であって、延長時間の最大幅を規定す
る制御を行うことを特徴とする歩行者感応信号制御方
法。
6. The pedestrian sensitive signal control method according to claim 3, wherein the pedestrian sensitive signal control method controls the maximum width of the extension time.
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