KR20070062744A - Traffic lane configuration and the signal system thereof for a left turn priority - Google Patents

Traffic lane configuration and the signal system thereof for a left turn priority Download PDF

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KR20070062744A
KR20070062744A KR1020050122492A KR20050122492A KR20070062744A KR 20070062744 A KR20070062744 A KR 20070062744A KR 1020050122492 A KR1020050122492 A KR 1020050122492A KR 20050122492 A KR20050122492 A KR 20050122492A KR 20070062744 A KR20070062744 A KR 20070062744A
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left turn
signal
lane
auxiliary
vehicle
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KR1020050122492A
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Korean (ko)
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KR100767481B1 (en
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양진우
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주식회사 태원코퍼레이션
(주)아름드리엔지니어링
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    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/07—Controlling traffic signals
    • G08G1/075—Ramp control
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/604—Upright bodies, e.g. marker posts or bollards; Supports for road signs specially adapted for particular signalling purposes, e.g. for indicating curves, road works or pedestrian crossings
    • E01F9/608—Upright bodies, e.g. marker posts or bollards; Supports for road signs specially adapted for particular signalling purposes, e.g. for indicating curves, road works or pedestrian crossings for guiding, warning or controlling traffic, e.g. delineator posts or milestones
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/07—Controlling traffic signals
    • G08G1/081—Plural intersections under common control
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/09—Arrangements for giving variable traffic instructions
    • G08G1/095—Traffic lights

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Traffic Control Systems (AREA)

Abstract

A road lane structure for left turn priority and a signaling system thereof are provided to enable a driver to smoothly pass through a crossing road even when vehicles are waiting for left turn, by holding the vehicles for left turn in at least two road lanes and allowing the vehicles to turn left at a time. A main stopping line(100) is defined at the front end of approaching line at the crossing road, an auxiliary stopping line(200) is defined far behind from the main stopping line. A waiting section(300) for left turn vehicles is defined between the main stopping line and the auxiliary stopping line. The waiting section for left turn vehicles is composed of a rightmost lane for straight vehicles and other left turn lanes. The auxiliary stopping line is composed of a leftmost dedicated lane(410) for left turn and other road lanes(420) for straight vehicle.

Description

좌회전 우선처리 차선구조 및 그 신호체계{TRAFFIC LANE CONFIGURATION AND THE SIGNAL SYSTEM THEREOF FOR A LEFT TURN PRIORITY}TRAFFIC LANE CONFIGURATION AND THE SIGNAL SYSTEM THEREOF FOR A LEFT TURN PRIORITY}

도 1은, 본 발명에 따른 좌회전 우선처리 차선신호체계의 일 예를 나타내는 구성도이다.1 is a block diagram showing an example of a left turn priority processing lane signal system according to the present invention.

도 2는, 본 발명에 따른 좌회전 우선처리 차선신호체계의 다른 예를 나타내는 구성도이다.2 is a configuration diagram showing another example of the left turn priority processing lane signal system according to the present invention.

※ 주요 도면부호의 설명※ Explanation of Major Drawings

100... 주 정지선100 ... Main stop line

200... 보조 정지선200 ... Auxiliary Stop Line

300... 좌회전 차량 대기구간300. Turn left vehicle waiting area

본 발명은 좌회전 우선처리 차선구조 및 그 신호체계에 관한 것으로서, 보다 상세하게는 좌회전 교통량이 많은 교차로에서 좌회전을 우선처리하여 원활한 교통흐름을 가능하게 하는 좌회전 우선처리 차선구조 및 그 신호체계에 관한 것이다.The present invention relates to a left turn priority processing lane structure and a signal system thereof, and more particularly, to a left turn priority processing lane structure and a signal system for enabling a smooth traffic flow by prioritizing a left turn at an intersection with a large amount of left turn traffic. .

현재의 교차로 상에서, 좌회전 차로는 좌회선 베이(bay) 또는 좌회전 전용차 로 형태로 1∼2차선에 의해 운영되고 있다.On the present intersection, the left turn lane is operated by one or two lanes in the form of a left turn bay or a left turn only lane.

그러나, 좌회전 교통량이 많을 경우에는, 좌회전 신호 현시(顯示)에 많은 시간이 할당되기 때문에 상대적으로 신호주기가 커지고 이로 인해 교차로 운영이 매우 비효율적으로 되는 문제가 발생된다.However, when there is a large amount of left turn traffic, since a large amount of time is allocated to the left turn signal manifestation, a relatively long signal period becomes large, which causes a problem that the intersection operation becomes very inefficient.

또한, 좌회전 베이의 경우, 그 용량보다 실제 좌회전 교통량이 많아지면, 좌회전 대기행렬로 인한 직진차로의 잠식현상이 발생되어 교차로 접근로의 용량이 감소하게 되는 문제점도 있었다.In addition, in the case of the left turn bay, when the actual left turn traffic volume is larger than the capacity of the left turn bay, there is a problem that the capacity of the intersection approach road is reduced due to the erosion of the straight lane due to the left turn queue.

또한, 좌회전 교통량이 상대적으로 많을 경우에는, 교차로 정지선 부근에서 직진차로로부터 좌회전 차로로의 차선변경이 빈번히 발생하여 차량들이 엉기게 됨으로써 교차로 접근로에서의 용량이 감소하고 지체가 발생하는 문제점도 있었다.In addition, when there is a relatively large amount of left turn traffic, lane changes from the straight lane to the left turn lane frequently occur in the vicinity of the intersection stop line so that the vehicles are entangled, thereby reducing the capacity at the intersection approach road and causing delays.

본 발명은 상기한 문제점을 해결하기 위해 안출된 것으로서, 발명의 목적은 좌회전 교통량이 상대적으로 많을 경우에도 짧은 주기로 원활한 교차로 통과를 가능하게 하는 좌회전 우선처리 차선구조 및 그 신호체계를 제공하는데 있다.SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object of the present invention is to provide a left turn priority processing lane structure and a signal system that enable a smooth passage through a short period even when the left turn traffic is relatively large.

또한, 본 발명의 목적은, 좌회전 차량을 위한 넉넉한 차선 구간을 마련하여 사전에 좌회전 차량을 채워둘 수 있으므로, 직진차량이 끼어들어서 엄김현상과 지체되는 경우를 피할 수 있는 좌회전 우선처리 차선구조 및 그 신호체계를 제공하는데 있다.In addition, the object of the present invention, by providing a sufficient lane section for the left turn vehicle to fill the left turn vehicle in advance, the left turn priority processing lane structure that can avoid the case of jamming and delay due to straight-line vehicles interrupted and its To provide a signaling system.

전술한 목적을 달성하기 위해, 본 발명에 따른 좌회전 우선처리 차선구조는,In order to achieve the above object, the left turn priority processing lane structure according to the present invention,

편도 3차선 이상으로 구성된 종방향 차로와 횡방향 차로의 교차로에서,At the intersection of longitudinal and transverse lanes consisting of three or more one-way lanes,

교차로의 접근로 선단에 주 정지선을 배치하고, 상기 주 정지선으로부터 소정거리만큼 뒤쪽에 위치한 보조 정지선을 배치하여, 주 정지선과 보조 정지선 사이에 좌회전 차량 대기구간을 마련하되,Arrange the main stop line at the tip of the approach path of the intersection, and the auxiliary stop line located behind the main stop line by a predetermined distance to provide a left turn vehicle waiting section between the main stop line and the auxiliary stop line,

상기 좌회전 차량 대기구간은, 최우측의 직진차선과 나머지 좌회전차선으로 구성되고,The left turn vehicle waiting section is composed of the rightmost straight lane and the remaining left turn lane,

상기 보조 정지선의 뒤쪽은 최좌측의 좌회전 전용차로와 나머지 직진차선으로 구성된 것을 특징으로 한다.The rear of the auxiliary stop line is characterized by consisting of the left-left only lane and the remaining straight lane.

여기서, 상기 좌회전 차량 대기구간의 좌회전 차선은 다른 차선과 구별되도록 도색되어 있는 것이 바람직하다.Here, the left turn lane of the left turn vehicle waiting section is preferably painted to be distinguished from other lanes.

또한, 상기 좌회전 차량 대기구간은 30∼50m의 범위에 있는 것이 바람직하다.The left turn vehicle waiting section is preferably in the range of 30 to 50 m.

또한, 본 발명은 전술한 좌회전 우선처리 차선구조를 위한 신호체계에 있어서,In addition, the present invention is a signal system for the left turn priority processing lane structure described above,

횡방향 차로와 종방향 차로중 어느 한 차로에서, 주 정지선에 설치된 주 신호기중 죄회전 신호와, 보조 정지선에 설치된 보조 신호기중 좌회전 전용신호만 소통 표시되는 동안, 다른 차로에서, 주 신호기에는 정지신호가 표시되고, 보조 정지 선에 설치된 보조 신호기에는 좌회전 전용신호만이 표시되어 상기 좌회전 차량 대기구간에 좌회전 대기차량이 모이는 체계와;In either lane of the transverse lane or the longitudinal lane, while only the left turn signal among the main signals installed on the main stop line and the left turn-only signal among the auxiliary signals installed on the auxiliary stop line are displayed, the stop signal is displayed on the main signal. And a left turn-only signal is displayed on an auxiliary signal installed on the auxiliary stop line, so that the left turn waiting vehicle is collected in the left turn waiting section of the vehicle;

횡방향 차로와 종방향 차로중 어느 한 차로에서, 주 신호기와 보조 신호기의 직진신호가 표시되는 동안, 다른 차로에서, 주 신호기에는 정지신호가 표시되고 보조 신호기에는 직진신호만이 소통가능하게 표시되어 상기 좌회전 차량 대기구간에 좌회전 대기차량이 모이는 체계와;In either of the lateral lanes and the longitudinal lanes, while the straight signals of the main signal and the auxiliary signal are displayed, at the other lane, the stop signal is displayed on the main signal and only the straight signal is communicable on the auxiliary signal. A system for gathering a left turn waiting vehicle in the left turn waiting section of the vehicle;

가 서로 교대로 변환되면서 교차로의 교통이 유지되는 것을 특징으로 한다.Is alternately converted to each other is characterized in that the traffic of the intersection is maintained.

이하, 첨부된 도 1과 도 2를 참조하여 본 발명의 바람직한 실시예를 상세히 설명한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to FIGS. 1 and 2.

도시된 바와 같이, 본 실시예에 따른 좌회전 우선처리 차선구조는 편도 4차선으로 구성된 종방향 차로와 횡방향 차로의 교차로를 대상으로 하고 있다. 그러나, 편도 3차선 이상이라면 용이하게 적용할 수 있다.As shown in the drawing, the left turn priority lane processing structure according to the present embodiment targets the intersection of the longitudinal lane and the transverse lane composed of one-way four lanes. However, if it is more than three lanes in one way, it can be applied easily.

먼저, 교차로의 접근로 선단에 주 정지선(100)을 배치하고, 상기 주 정지선(100)으로부터 소정거리만큼 뒤쪽에 위치한 보조 정지선(200)을 배치한다. 이에 따라, 상기 주 정지선(100)과 보조 정지선(200) 사이에는 좌회전 차량 대기구간(300)이 마련된다.First, the main stop line 100 is disposed at the front end of the approach road of the intersection, and the auxiliary stop line 200 disposed rearward by a predetermined distance from the main stop line 100 is disposed. Accordingly, a left turn vehicle waiting section 300 is provided between the main stop line 100 and the auxiliary stop line 200.

여기서, 상기 좌회전 차량 대기구간(300)은, 최우측의 직진차선(310)과 안쪽의 나머지 3개의 좌회전차선(320)으로 구성된다.Here, the left turn vehicle waiting section 300 is composed of a straight lane 310 of the rightmost side and the remaining three left turn lanes 320 inside.

또한, 상기 보조 정지선(200)의 뒤쪽은 최좌측의 좌회전 전용차로(410)와 바 깥쪽의 나머지 3개의 직진차선(420)으로 구성된다.In addition, the rear of the auxiliary stop line 200 is composed of the left left turn-only lane 410 and the remaining three straight lane 420 outside.

결국, 좌회전 차량이 많은 경우, 좌회전을 준비하는 차량들을 좌회전 차량 대기구간(300)에 미리 모은 상태에서 일괄적으로 좌회전하게 되므로, 보다 원활한 차량 소통이 가능해진다.As a result, when there are many left-turning vehicles, the left-turn vehicles are collectively left-turned in a state in which the vehicles preparing to turn left are collected in the left-turning vehicle waiting section 300 in advance, so that smoother vehicle communication is possible.

특히, 상기 좌회전 차량 대기구간(300)의 좌회전차선(320)은 다른 차선과 구별되도록 주변 차선과 다른 색으로 도색하면 운전자가 식별하기가 보다 용이하게 된다.In particular, when the left turn lane 320 of the left turn vehicle waiting section 300 is painted in a different color from the surrounding lanes so as to be distinguished from other lanes, it is easier for the driver to identify.

이하, 전술한 좌회전 우선처리 차선구조를 위한 신호체계를 보다 구체적으로 설명한다.Hereinafter, the signal system for the left turn priority processing lane structure described above will be described in more detail.

도면에서, φ1∼φ4는 신호가 변경되는 각 상태를 시간에 따라 나타내는 것으로서, φ1은 종방향 직진상태, φ2는 횡방향 차로에서 종방향 차로로의 좌회전 상태, φ3는 횡방향 직진상태, φ4는 종방향 차로에서 횡방향 차로로의 좌회전 상태를 각각 나타낸다.In the figure, φ1 to φ4 indicate each state in which the signal is changed over time, φ1 is a longitudinally straight state, φ2 is a left turn from the lateral lane to a longitudinal lane, φ3 is a lateral straight state, and φ4 is a It shows the left turn state from a longitudinal lane to a horizontal lane, respectively.

먼저, φ1 상태에서는, 종방향 차로에서 주 정지선(100)에 설치된 주 신호기(3)와 보조 정지선(200)에 설치된 보조 신호기(4)에서 직진 신호가 표시되는 동안, 횡방향 차로에서는 주 신호기(2)에서 정지신호가 표시되고 보조 신호기(1)에는 죄회전 전용신호가 소통 가능하게 표시되어 좌회전 차량 대기구간에 좌회전 대기차량이 모이게 된다.First, in the φ1 state, while the straight signal is displayed in the main signal device 3 provided on the main stop line 100 and the auxiliary signal signal 4 provided on the auxiliary stop line 200 in the longitudinal lane, the main signal ( The stop signal is displayed in 2) and the exclusive turn signal is displayed on the auxiliary signal 1 so as to communicate with each other, and the left turn waiting vehicle is collected in the left turn waiting section of the vehicle.

다음, φ2 상태에서는, 횡방향 차로에서, 주 신호기(2)에 좌회전신호가 표시 되고, 보조 신호기(1)에서 좌회전 전용신호가 표시되는 동안, 다른 차로에서는, 주 신호기(3)에 정지신호가 표시되고, 보조 신호기(4)에는 좌회전 전용신호만이 소통 가능하게 표시되어 좌회전 차량 대기구간에 좌회전 대기차량이 모이게 된다.Next, in the φ2 state, while the left turn signal is displayed on the main signal device 2 in the lateral lane and the left turn signal is displayed on the auxiliary signal device 1, the stop signal is applied to the main signal device 3 in the other lane. Only the left turn-only signal is displayed on the auxiliary signal unit 4 so as to be able to communicate, and the left turn waiting vehicle is collected in the left turn waiting section of the vehicle.

다음, φ3 상태에서는, 횡방향 차로에서 주 정지선(100)에 설치된 주 신호기(2)와 보조 정지선(200)에 설치된 보조 신호기(1)에서 직진 신호가 표시되는 동안, 종방향 차로에서는 주 신호기(3)에서 정지신호가 표시되고 보조 신호기(4)에는 죄회전 전용신호가 소통 가능하게 표시되어 좌회전 차량 대기구간에 좌회전 대기차량이 모이게 된다.Next, in the φ3 state, while the straight signal is displayed in the main signal device 2 provided on the main stop line 100 and the auxiliary signal signal 1 provided on the auxiliary stop line 200 in the transverse lane, the main signal ( The stop signal is displayed in 3) and the exclusive turn signal is displayed on the auxiliary signal 4 so as to communicate with each other, so that the left turn waiting vehicle is collected in the left turn waiting section.

다음, φ4 상태에서는, 종방향 차로에서, 주 신호기(3)에 좌회전신호가 표시되고, 보조 신호기(4)에서 좌회전 전용신호가 표시되는 동안, 횡방향 차로에서는, 주 신호기(2)에 정지신호가 표시되고, 보조 신호기(1)에는 좌회전 전용신호만이 소통 가능하게 표시되어 좌회전 차량 대기구간에 좌회전 대기차량이 모이게 된다.Next, in the φ4 state, while the left turn signal is displayed on the main signal device 3 in the longitudinal lane and the left turn signal is displayed on the auxiliary signal device 4, the stop signal is displayed on the main signal machine 2 in the lateral lane. Is displayed, and only the left turn-only signal is displayed on the auxiliary signal 1 so as to be able to communicate, and the left turn waiting vehicle is collected in the left turn waiting section of the vehicle.

전술한 예는, 좌회전 전용신호기 및 보조 신호기와 주 신호기의 시간 간격을 6∼8초로 하고, 교차로를 통과하는 차량의 평균속도를 40km/h로 적용한 것이다.In the above-described example, the time intervals between the left turn exclusive signal and auxiliary signal and the main signal are set to 6 to 8 seconds, and the average speed of the vehicle passing through the intersection is 40 km / h.

그리고, 현시별 황색시간은 3∼4초로 적용하였다.In addition, the present time yellow time was applied to 3 to 4 seconds.

또한, 좌회전 차량대기구간은 30∼50m로 정한다.In addition, the left turn vehicle body is set to 30-50 m.

물론, 보조 신호기를 인지시키기 위해서, 보조 정지선 뒤쪽에 문형식 표지나 보조표지를 설치함으로써, 좌회전 및 직진 이동에 관한 정보를 미리 주는 것이 필요하다.Of course, in order to recognize the auxiliary signal, it is necessary to provide the information on the left turn and the straight movement in advance by providing a door type mark or an auxiliary mark behind the auxiliary stop line.

한편, 도 2에는 건널목이 있는 곳에서 좌회전 우선처리 차선구조가 도시되어 있으며, 이 경우에는 우회전을 위한 보조차선이 최우측에 마련되어 있어 직진차선의 소통이 보다 원활하게 된다.Meanwhile, FIG. 2 shows a left turn priority processing lane structure where the crossing is located, and in this case, an auxiliary lane for a right turn is provided at the right side, so that communication of the straight lane is more smooth.

전술한 바와 같은 구성의 본 발명에 따르면, 죄회전 차량 대기구간에 2개 차선이상으로 좌회전 차량을 미리 대기시킨 후 일괄 좌회전시키게 되므로, 좌회전 교통량이 상대적으로 많을 경우에도 짧은 주기로 원활한 교차로 통과가 가능하게 된다는 이점이 있다.According to the present invention having the above-described configuration, since the left turn vehicle is previously waited in two lanes or more in the waiting section of the sin-turning vehicle, the left turn is collectively performed, so that even when there is a relatively large amount of left turn traffic, it is possible to smoothly cross the intersection. There is an advantage.

또한, 사전에 좌회전될 차량과 직진차량을 구분되기 때문에, 접근로에서 좌회전 차선으로 끼어드는 경우가 방지되어 원활한 차량소통이 가능하다는 이점도 있다.In addition, since the vehicle to be left ahead and the straight ahead vehicle is distinguished, there is an advantage that smooth vehicle communication can be prevented because the vehicle is prevented from entering the left turn lane in the access road.

Claims (4)

편도 3차선 이상으로 구성된 종방향 차로와 횡방향 차로의 교차로에서,At the intersection of longitudinal and transverse lanes consisting of three or more one-way lanes, 교차로의 접근로 선단에 주 정지선(100)을 배치하고, 상기 주 정지선(100)으로부터 소정거리 만큼 뒤쪽에 위치한 보조 정지선(200)을 배치하여, 주 정지선(100)과 보조 정지선(200) 사이에 좌회전 차량 대기구간(300)을 마련하되,The main stop line 100 is disposed at the tip of the approach path of the intersection, and the auxiliary stop line 200 disposed at the rear of the main stop line 100 by a predetermined distance is disposed between the main stop line 100 and the auxiliary stop line 200. Prepare the left turn vehicle waiting section 300, 상기 좌회전 차량 대기구간(300)은, 최우측의 직진차선(310)과 나머지 좌회전차선(320)으로 구성되고,The left turn vehicle waiting section 300 is composed of the right-most straight lane 310 and the remaining left turn lane 320, 상기 보조 정지선(200)의 뒤쪽은 최좌측의 좌회전 전용차로(410)와 나머지 직진차선(420)으로 구성된 것을 특징으로 하는 좌회전 우선처리 차선구조.The rear of the auxiliary stop line 200 is a left turn priority lane processing structure, characterized in that consisting of the left left turn-only lane 410 and the remaining straight lane (420). 제1항에 있어서,The method of claim 1, 좌회전 차량 대기구간(300)의 좌회전차선(320)은 다른 차선과 구별되도록 도색되어 있는 것을 특징으로 하는 좌회전 우선처리 차선구조.The left turn lane 320 of the left turn vehicle waiting section 300 is characterized in that the left turn priority lane processing characterized in that the paint is distinguished from other lanes. 제1항에 있어서,The method of claim 1, 상기 좌회전 차량 대기구간(300)은 30∼50m의 범위에 있는 것을 특징으로 하는 좌회전 우선처리 차선구조.The left turn vehicle waiting section 300 is left turn priority processing lane structure, characterized in that in the range of 30 to 50m. 제1항 내지 제3항 중 어느 한 항에 기재된 좌회전 우선처리 차선구조를 위한 신호체계에 있어서,In the signal system for the left turn priority processing lane structure according to any one of claims 1 to 3, 횡방향 차로와 종방향 차로중 어느 한 차로에서, 주 정지선(100)에 설치된 주 신호기중 죄회전 신호와, 보조 정지선(200)에 설치된 보조 신호기중 좌회전 전용신호만 소통 표시되는 동안, 다른 차로에서, 주 신호기에는 정지신호가 표시되고, 보조 정지선(200)에 설치된 보조 신호기에는 좌회전 전용신호만이 표시되어 상기 좌회전 차량 대기구간에 좌회전 대기차량이 모이는 체계와;In either lane of the transverse lane or the longitudinal lane, while only the signal for turning the main signal of the main signal installed in the main stop line 100 and the signal for turning left only of the auxiliary signal installed in the auxiliary stop line 200 are displayed, A stop signal is displayed on the main signal, and a left turn-only signal is displayed on the auxiliary signal installed on the auxiliary stop line 200 to collect a left turn waiting vehicle in the left turn waiting section of the vehicle; 횡방향 차로와 종방향 차로중 어느 한 차로에서, 주 신호기와 보조 신호기의 직진신호가 표시되는 동안, 다른 차로에서, 주 신호기에는 정지신호가 표시되고 보조 신호기에는 직진신호만이 소통가능하게 표시되어 상기 좌회전 차량 대기구간에 좌회전 대기차량이 모이는 체계와;In either of the lateral lanes and the longitudinal lanes, while the straight signals of the main signal and the auxiliary signal are displayed, at the other lane, the stop signal is displayed on the main signal and only the straight signal is communicable on the auxiliary signal. A system for gathering a left turn waiting vehicle in the left turn waiting section of the vehicle; 가 서로 교대로 변환되면서 교차로의 교통이 유지되는 것을 특징으로 하는 좌회전 우선처리 신호체계.The left turn priority processing signal system characterized in that the traffic at the intersection is maintained while being alternately converted.
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WO2013026265A1 (en) * 2011-08-21 2013-02-28 Su Yijie Intersection traffic control system and method
CN109300317A (en) * 2018-10-17 2019-02-01 哈尔滨工业大学 The signal control method of left turn waiting zone when straight trip, left-hand rotation common phase position
CN110033626A (en) * 2019-04-16 2019-07-19 合肥学院 A kind of light bar control method and light bar, road left turn waiting zone
CN110047298A (en) * 2019-04-17 2019-07-23 中山市路讯智能交通科技有限公司 A kind of traffic signals traffic system and its method for improving traffic efficiency
CN111127909A (en) * 2019-12-11 2020-05-08 东南大学 Control method for eliminating pre-signal of left-turn traffic flow at X-shaped intersection by using ramp
CN116740943A (en) * 2023-08-10 2023-09-12 天津市政工程设计研究总院有限公司 Dynamic control method and system for intelligent network-connected external left-turning lane

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JPH02284300A (en) * 1989-04-26 1990-11-21 Omron Corp Signal control system for right and left turning vehicles
KR100195608B1 (en) * 1996-10-11 1999-06-15 신부용 Crossing road and method of sign control
KR20020031132A (en) * 2002-03-09 2002-04-26 최덕규 System for Traffic Signals and Automobile Passing at Intersections
KR100456689B1 (en) * 2004-07-05 2004-11-17 (주)석탑엔지니어링 A crossroads passing method

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Publication number Priority date Publication date Assignee Title
WO2013026265A1 (en) * 2011-08-21 2013-02-28 Su Yijie Intersection traffic control system and method
CN109300317A (en) * 2018-10-17 2019-02-01 哈尔滨工业大学 The signal control method of left turn waiting zone when straight trip, left-hand rotation common phase position
CN110033626A (en) * 2019-04-16 2019-07-19 合肥学院 A kind of light bar control method and light bar, road left turn waiting zone
CN110047298A (en) * 2019-04-17 2019-07-23 中山市路讯智能交通科技有限公司 A kind of traffic signals traffic system and its method for improving traffic efficiency
CN111127909A (en) * 2019-12-11 2020-05-08 东南大学 Control method for eliminating pre-signal of left-turn traffic flow at X-shaped intersection by using ramp
CN111127909B (en) * 2019-12-11 2021-09-24 东南大学 Control method for eliminating pre-signal of left-turn traffic flow at X-shaped intersection by using ramp
CN116740943A (en) * 2023-08-10 2023-09-12 天津市政工程设计研究总院有限公司 Dynamic control method and system for intelligent network-connected external left-turning lane
CN116740943B (en) * 2023-08-10 2023-12-22 天津市政工程设计研究总院有限公司 Dynamic control method and system for intelligent network-connected external left-turning lane

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