CN108442197B - Channeling and passing method for arranging bus stop and bus lane at intersection - Google Patents
Channeling and passing method for arranging bus stop and bus lane at intersection Download PDFInfo
- Publication number
- CN108442197B CN108442197B CN201810213822.6A CN201810213822A CN108442197B CN 108442197 B CN108442197 B CN 108442197B CN 201810213822 A CN201810213822 A CN 201810213822A CN 108442197 B CN108442197 B CN 108442197B
- Authority
- CN
- China
- Prior art keywords
- stop
- lane
- public transport
- turn
- waiting
- 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.)
- Expired - Fee Related
Links
- 238000000034 method Methods 0.000 title claims abstract description 21
- 230000005465 channeling Effects 0.000 title claims description 5
- 241000283070 Equus zebra Species 0.000 claims abstract description 22
- 238000000926 separation method Methods 0.000 claims description 35
- 230000008676 import Effects 0.000 claims description 12
- 238000012546 transfer Methods 0.000 abstract description 11
- 238000013461 design Methods 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
-
- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/07—Controlling traffic signals
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Traffic Control Systems (AREA)
Abstract
The invention relates to the technical field of intersection canalization design and traffic signal control, in particular to a canalization and passing method for arranging a bus stop and a bus lane at an intersection, wherein a central separator is arranged between an exit lane and an entrance lane, and the lane functions of the entrance lane sequentially comprise the following steps from one side close to the central separator: the system comprises a bus lane, a plurality of left-turn lanes, a plurality of straight lanes and a plurality of right-turn lanes, wherein the left-turn lanes, the straight lanes and the right-turn lanes are sequentially distributed, the distance between a stop line and a zebra crossing of the left-turn lanes and the bus lane is 10-50 m, and left-turn waiting areas are arranged between the stop line and the zebra crossing of the left-turn lanes and between the stop line and the zebra crossing of the bus lane. The design enables the bus to enter the stop station and get on or off passengers when the bus waits for the traffic lights at the intersection, so that the number of times of starting and stopping the bus is reduced, the comfort level of the passengers is improved, the road right contradiction between the bus and the turning social bus is solved, and the bus transfer distance is reduced.
Description
[ technical field ]
The invention relates to the technical field of intersection canalization design and traffic signal control, in particular to a canalization and passing method for arranging a bus stop and a bus lane at an intersection.
[ background art ]
With the continuous promotion of soaring and urbanization processes of the national social economy for forty years, the living level of people in China is greatly improved, the traveling mode of urban residents is fundamentally changed, and the motor vehicle keeps a blowout type growth situation for continuous years. The rapid increase of the quantity of motor vehicles causes the rapid increase of urban traffic demand in China. Correspondingly, urban road construction in China lags behind the increase of traffic demand far, and the road construction layout is unreasonable, so that the urban diseases commonly existing in cities in China are caused: traffic congestion is particularly acute at road intersections. Traffic congestion not only wastes the traveling time of people in China and reduces the passing efficiency, but also causes serious environmental pollution, even induces accidents to a certain extent, and causes the loss of wealth of the people.
In order to effectively solve the problem of urban traffic jam, domestic and foreign related experts consistently consider that the method is the most effective way to develop urban public transport and guide urban residents to go out in a green and environment-friendly manner on the basis of comprehensive analysis and research of domestic and foreign successful cases. Compared with other public travel modes, such as subways, light rails, trams and the like, urban public transport has the characteristics of minimum investment scale, quickest effect, simple line adjustment and capability of fully utilizing existing road resources. Meanwhile, the urban public transport service range is moderate, and the urban public transport service range can be combined with various rapid rail transit, the trip of non-motor vehicles such as shared bicycles and the like and walking traffic to form a green and environment-friendly trip network which comprehensively covers the urban range. At present, the preferential development of urban public transport becomes the basic premise of the development of traffic in various large, medium and small cities.
However, in many cities in China, the phenomena of low bus trip proportion and low satisfaction degree of passengers on bus service exist for a long time. The reasons are analyzed, and the reasons are mainly caused by low bus punctuality rate, more starting and stopping, low running speed, unreasonable line layout, longer transfer distance and the like. The root of the method is that the bus and other social vehicles run in a mixed manner, and the road right contradiction between the bus and the social vehicles exists. When a bus enters a station and stops and gets on or off passengers, normal operation of social vehicles is seriously interfered, and the running efficiency and the punctuality rate of the bus are also limited by the reduction of the passing efficiency of the social vehicles; when the bus runs away from the bus stop, the bus needs to be merged into the social traffic flow which normally runs, but due to the fact that the quality of drivers is uneven, if the bus does not run, the running speed and the service quality of the bus can be seriously reduced, and the bus is started and stopped more.
In recent years, in order to realize bus priority and improve the bus running speed and the punctuality rate in urban traffic organization, many cities adopt measures of setting bus lanes with limited time intervals on road sections, additionally setting bus priority signals at intersections and the like, and the purpose of the measures is to ensure the bus right of way and promote bus priority. But the intersection is the bottleneck of the whole traffic network because the contradiction between the bus at the intersection and the right turn of the social vehicle still cannot be solved. Therefore, the implementation effect of the bus lane is not ideal; the existing intersection bus signal priority technology mostly leads to that as many buses as possible pass through the intersection within each green light time in a mode of giving green lights to the buses in advance or prolonging the green light time, but the time of arriving at the intersection is inconsistent due to different bus service time lengths, too many buses are driven within one green light time, and sometimes overflow is caused at a bus stop at the downstream of the intersection; meanwhile, the bus punctuality rate is low, so that the punctuality can not be met near the intersection according to requirements, and the difficulty in priority coordination of signals is also high.
In addition, in order to reduce the negative effects of the bus station entering and exiting stations and the passengers getting on and off the bus at the bus station to social vehicles, the bus station is distributed at a certain position outside the range of the intersection, so that the passenger transfer distance is greatly increased, the pedestrians can easily pass through the road randomly, and the requirement of the standard on the transfer distance cannot be met. For the arrangement of bus stations, the national design specifications have clear regulations: transfer distance between bus (electric) station at road intersection: the equidirectional transfer distance is not more than 50 meters; the distance between the anisotropic transfer and the cross transfer is not more than 150 meters; the transfer distance in any direction is not more than 250 meters. The specification also suggests: the stop station near the road intersection is preferably arranged on one side of an exit lane of the intersection, and the turning radius end point of the curb at the exit of the intersection is preferably 80-150 meters. Obviously, for roads above the level of the urban main road, a larger intersection cannot meet the requirement of the bus transfer distance.
Therefore, if the bus priority is to be really realized, the conflict between the right of way of the bus at the intersection and the right of way of the turning vehicle must be eliminated, and on the premise of ensuring the priority traffic and the convenience of service of the bus, the traffic space and time of the social vehicles cannot be excessively compressed, so that the new congestion is prevented from being generated, and further, the chain reaction is generated to influence the traffic of the bus.
[ summary of the invention ]
The invention aims to solve the technical problems and provides an intersection canalization design which is novel in layout, safe, reliable and high in traffic efficiency and a traffic signal control method based on the canalization design.
For realizing above-mentioned purpose, provide a crossing and arrange public transit stop and public transit lane's canalization method, the crossing is formed by a plurality of crossing roads, and every road is equallyd divide and is do not included import lane and export lane, and wherein the lane that gets into the crossing direction is import lane, and the lane that leaves the crossing direction is export lane be provided with stop line, zebra crossing on the import lane be provided with the zebra crossing on the export lane, export lane and import lane equally divide and do not include a plurality of lanes, the centre of export lane and import lane is equipped with central division strip, and the lane function of import lane is from being close to central division strip one side and do in proper order: public transit lane, a plurality of left-turn lane that distribute in proper order, a plurality of straight lane that distribute in proper order, a plurality of right-turn lane that distribute in proper order, its characterized in that: the distance between the stop lines of the left-turn lane and the bus lane and the zebra crossing is 10-50 m, and left-turn waiting areas are arranged between the stop lines of the left-turn lane and the zebra crossing and between the stop lines of the bus lane and the zebra crossing.
The lane closest to the central separation zone in the exit lanes is a bus and social vehicle mixed lane within 10-150 meters from the zebra crossing, the rest of the lane is a bus special exit lane, and the other lanes of the exit lane are common lanes, namely all vehicles can pass through the lane.
The bus stop is equipped with and is used for the bus stop of going straight and turning left on the bus way, and this bus stop is located behind the stop line of bus stop, the bus exit lane on be equipped with and be used for the bus stop of turning right, and be located the start segment of bus exit lane, the central separation zone on be equipped with the waiting area of bus about the passenger, the position of waiting area and bus stop corresponds. Wherein, the starting section of the exit lane for the bus refers to a road section of 10-150 meters from the exit lane for the bus.
On the same road, the waiting area for passengers to get on and off the bus on the entrance lane and the waiting area for passengers to get on and off the bus on the exit lane are both positioned on the same central separation strip, namely the central separation strip positioned between the entrance lane and the exit lane.
And a left-turn waiting area between the stop line of the left-turn lane and the zebra crossing is used for waiting and passing left-turn social vehicles and passing straight buses.
And a left-turn waiting area between the stop line of the bus lane and the zebra crossing is used for waiting and passing of left-turn social vehicles and left-turn public buses.
And the straight lane which is farthest away from the central separation zone in the plurality of straight lanes is used for waiting and passing of straight social vehicles and right-turn buses.
The invention also comprises a phase setting method of the intersection channelized road, which comprises the following phases in a signal period:
phase 1.
Horizontal direction:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicle passes through the intersection by using a left-turn waiting area at the front end of a left-turn lane; the left-turn bus occupies a left-turn waiting area at the front end of the bus lane for parking and waiting; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
phase 2.
Horizontal direction:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle enters a left-turning waiting area and stops for waiting after a stop line in the left-turning waiting area; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area stop for waiting after the stop line in the left-turn waiting area, and the rest left-turn public transport vehicles stop at the bus stop station behind the stop line and get on or off passengers; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
phase 3.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle passes through the intersection; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area pass through the intersection, and the rest left-turn public transport vehicles stop at the bus stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
phase 4.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicle passes through the intersection by using a left-turn waiting area at the front end of a left-turn lane; the left-turn bus occupies a left-turn waiting area at the front end of the bus lane for parking and waiting; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
phase 5.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle enters a left-turning waiting area and stops for waiting after a stop line in the left-turning waiting area; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area stop for waiting after the stop line in the left-turn waiting area, and the rest left-turn public transport vehicles stop at the bus stop station behind the stop line and get on or off passengers; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
phase 6.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle passes through the intersection; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area pass through the intersection, and the rest left-turn public transport vehicles stop at the bus stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
and returning to the phase 1 after all phases are finished, and repeating the cycle.
The invention provides a method for controlling a bus by utilizing a signal lamp, which enables the bus to enter a stop and get on or off passengers while waiting for a traffic light at an intersection, thereby reducing the starting and stopping times of the bus and improving the comfort level of the passengers; the road right contradiction between the public transport vehicle and the turning social vehicle is also solved; meanwhile, the public transport transfer distance is reduced, and the negative influence on the passing of social vehicles is reduced.
[ description of the drawings ]
FIG. 1 is a general plan view of an intersection canalization in an embodiment of the invention;
FIG. 2 is a diagram illustrating a portion of intersection channelization in an embodiment of the present invention;
FIG. 3 is a schematic diagram of the traffic in the first phase intersection in an embodiment of the present invention;
FIG. 4 is a schematic diagram of traffic in a second phase intersection in an embodiment of the present invention;
FIG. 5 is a schematic view of the traffic in the third phase crossing in an embodiment of the present invention;
FIG. 6 is a schematic diagram of the traffic in a fourth phase crossing in accordance with an embodiment of the present invention;
FIG. 7 is a schematic diagram of the traffic in a fifth phase intersection in an embodiment of the present invention;
FIG. 8 is a schematic view of the traffic in a sixth phase crossing in an embodiment of the present invention;
[ detailed description of the invention ]
The present embodiment further explains the intersection canalization diagram of the entrance lanes of 3 straight lanes, 1 bus lane, 1 left-turn lane and 1 right-turn lane by combining the attached drawings, and the intersection canalization and release methods of other lanes with different types of functions are similar. Such a method of channeling and traffic control at intersections will be readily apparent to those skilled in the art from the schematic drawings, and the specific embodiments described herein are merely illustrative of the invention and are not intended to be limiting.
1. Intersection canalization description:
1) stop line position of the entrance lane: in the figure 2, the left-most entrance lane is from bottom to top, and the stop line positions of the first lane, the second lane, the third lane and the four lanes are arranged at the positions 1-3 meters upstream of the pedestrian zebra crossing according to GB51038-2015 urban road traffic sign and marking line setting specifications; and the stop line positions of the fifth lane and the sixth lane are arranged at the positions 20-50 meters upstream of the man-shaped zebra crossing.
2) Entrance lane function (behind stop line): in fig. 2, the leftmost entry lane is from bottom to top, the first lane is a right-turn lane, and only the social vehicles turning right are allowed to use; the second lane is a straight lane which can be used by straight social vehicles and right-turn public buses; the third lane and the fourth lane are straight lanes, and only straight social vehicles are allowed to use; the fifth lane is a left-turn lane and only allows left-turn social vehicles to use; the sixth lane is a bus lane, a bus stop is arranged behind the stop line, and only straight-going and left-turning buses are allowed to use within 150 meters of the intersection.
3) Center separator: the central separation belt is used for setting a waiting area for passengers to get on or off the bus. On the same road, the waiting area for passengers to get on and off the bus on the entrance lane and the waiting area for passengers to get on and off the bus on the exit lane are both positioned on the same central separation belt.
4) Exit lane function: the lane closest to the central separation zone is a public transport vehicle and social vehicle mixed lane within 10-150 meters from the zebra crossing, and the rest of the lane is a public transport special exit lane. The other lanes of the exit lane are ordinary lanes, i.e. lanes through which all vehicles can pass.
2. In one signal period, the traffic method in the intersection is as follows (in the convention diagram, the horizontal direction is the direction I, and the vertical direction is the direction II):
1) a first phase:
and (3) direction I: 1. the straight-going social vehicle passes through the intersection; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicle passes through the intersection by using a left-turn waiting area at the front end of a left-turn lane; 4. the left-turn bus occupies a left-turn waiting area at the front end of the bus lane for parking and waiting; 5. the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers.
II, direction: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation zone and stops behind the stop line to wait.
2) Second phase:
and (3) direction I: 1. the straight-going social vehicle passes through the intersection; 2. the left-turning social vehicle enters a left-turning waiting area and stops for waiting after a stop line in the left-turning waiting area; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turn public transport vehicles entering the left-turn waiting area stop for waiting after the stop line in the left-turn waiting area, and the rest left-turn public transport vehicles stop at the bus stop station behind the stop line and get on or off passengers; 5. the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers.
II, direction: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation zone and stops behind the stop line to wait.
3) The third phase:
and (3) direction I: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle passes through the intersection; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turn public transport vehicles entering the left-turn waiting area pass through the intersection, and the rest left-turn public transport vehicles stop at the bus stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line to wait.
II, direction: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation zone and stops behind the stop line to wait.
4) And a fourth phase:
and (3) direction I: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation zone and stops behind the stop line to wait.
II, direction: 1. the straight-going social vehicle passes through the intersection; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicle passes through the intersection by using a left-turn waiting area at the front end of a left-turn lane; 4. the left-turn bus occupies a left-turn waiting area at the front end of the bus lane for parking and waiting; 5. the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers.
5) A fifth phase:
and (3) direction I: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation zone and stops behind the stop line to wait.
II, direction: 1. the straight-going social vehicle passes through the intersection; 2. the left-turning social vehicle enters a left-turning waiting area and stops for waiting after a stop line in the left-turning waiting area; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turn public transport vehicles entering the left-turn waiting area stop for waiting after the stop line in the left-turn waiting area, and the rest left-turn public transport vehicles stop at the bus stop station behind the stop line and get on or off passengers; 5. the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers.
6) Sixth phase:
and (3) direction I: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle stops behind the parking line for waiting; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation zone and stops behind the stop line to wait.
II, direction: 1. the straight-ahead social vehicle stops behind the parking line for waiting; 2. the left-turning social vehicle passes through the intersection; 3. the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; 4. the left-turn public transport vehicles entering the left-turn waiting area pass through the intersection, and the rest left-turn public transport vehicles stop at the bus stop behind the stop line and get on and off passengers; 5. the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line to wait.
7) The seventh phase is identical to the first phase and cycles sequentially.
Claims (6)
1. The utility model provides a crossing arranges canalization method of public transit stop and public transit lane, the crossing is formed by a plurality of crossing roads, and every road is equallyd divide and is do not included import lane and export lane, and wherein the lane that gets into the crossing direction is import lane, and the lane that leaves the crossing direction is export lane be provided with stop line, zebra crossing on the import lane be provided with the zebra crossing on the export lane, export lane and import lane equally divide and do not include a plurality of lanes, the centre of export lane and import lane is equipped with central division strip, and the lane function of import lane is from being close to central division strip one side and is in proper order: public transit lane, a plurality of left-turn lane that distribute in proper order, a plurality of straight lane that distribute in proper order, a plurality of right-turn lane that distribute in proper order, its characterized in that: the distance between the stop line and the zebra crossing of the left-turn lane and the public transport lane is 10-50 meters, left-turn waiting areas are arranged between the stop line and the zebra crossing of the left-turn lane and between the stop line and the zebra crossing of the public transport lane, the left-turn waiting areas between the stop line and the zebra crossing of the left-turn lane are used for waiting and passing of left-turn social vehicles and passing of straight public transport vehicles, and the left-turn waiting areas between the stop line and the zebra crossing of the public transport lane are used for waiting and passing of left-turn social vehicles and left-turn public transport vehicles.
2. The channeling method for arranging the bus stop and the bus lane at the intersection according to claim 1, characterized in that the lane closest to the central separation zone in the exit lanes is a bus and social vehicle mixed lane within 10-150 meters from the zebra crossing, and the rest of the lane is the bus exit lane.
3. The intersection arranging public transportation stop and public transportation lane canalization method according to claim 2, characterized in that the public transportation lane is provided with a public transportation stop for straight going and left turning, the public transportation stop is positioned behind a stop line of the public transportation lane, the public transportation exit lane is provided with a public transportation stop for right turning and is positioned at a start section of the public transportation exit lane, the central separation belt is provided with a waiting area for passengers to get on and off the public transportation, and the waiting area corresponds to the position of the public transportation stop.
4. The channelizing method for arranging the bus stop and the bus lane at the intersection according to claim 3 is characterized in that on the same road, a waiting area for passengers to get on and off buses on an entrance lane and a waiting area for passengers to get on and off buses on an exit lane are both positioned on the same central dividing strip.
5. The channeling method for arranging the bus stop and the bus lane at the intersection according to claim 1, wherein the straight lane which is farthest away from the central separation zone in the plurality of straight lanes is used for waiting and passing straight social vehicles and right-turn buses.
6. A method for arranging bus stops and transit lanes at intersections is characterized in that: the method of any of claims 1-5, comprising the following phases in a signal cycle:
phase 1.
Horizontal direction:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicle passes through the intersection by using a left-turn waiting area at the front end of a left-turn lane; the left-turn bus occupies a left-turn waiting area at the front end of the bus lane for parking and waiting; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
phase 2.
Horizontal direction:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle enters a left-turning waiting area and stops for waiting after a stop line in the left-turning waiting area; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area stop for waiting after the stop line in the left-turn waiting area, and the rest left-turn public transport vehicles stop at the bus stop station behind the stop line and get on or off passengers; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
phase 3.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle passes through the intersection; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area pass through the intersection, and the rest left-turn public transport vehicles stop at the bus stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
phase 4.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicle passes through the intersection by using a left-turn waiting area at the front end of a left-turn lane; the left-turn bus occupies a left-turn waiting area at the front end of the bus lane for parking and waiting; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
phase 5.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-going social vehicle passes through the intersection; the left-turning social vehicle enters a left-turning waiting area and stops for waiting after a stop line in the left-turning waiting area; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area stop for waiting after the stop line in the left-turn waiting area, and the rest left-turn public transport vehicles stop at the bus stop station behind the stop line and get on or off passengers; the right-turn public transport vehicle passes through the intersection by using the outermost straight lane far away from the central dividing strip, stops at a public transport stop at the downstream of the intersection and gets on and off passengers;
phase 6.
Horizontal direction:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle stops behind the parking line for waiting; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turning public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
the vertical direction is as follows:
the straight-ahead social vehicle stops behind the parking line for waiting; the left-turning social vehicle passes through the intersection; the straight-going public transport vehicles stop at the public transport stop behind the stop line and get on and off passengers; the left-turn public transport vehicles entering the left-turn waiting area pass through the intersection, and the rest left-turn public transport vehicles stop at the bus stop behind the stop line and get on and off passengers; the right-turn public transport vehicle occupies the outermost straight lane far away from the central separation belt and stops behind the stop line for waiting;
and returning to the phase 1 after all phases are finished, and repeating the cycle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810213822.6A CN108442197B (en) | 2018-03-15 | 2018-03-15 | Channeling and passing method for arranging bus stop and bus lane at intersection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810213822.6A CN108442197B (en) | 2018-03-15 | 2018-03-15 | Channeling and passing method for arranging bus stop and bus lane at intersection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108442197A CN108442197A (en) | 2018-08-24 |
| CN108442197B true CN108442197B (en) | 2020-11-10 |
Family
ID=63195434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810213822.6A Expired - Fee Related CN108442197B (en) | 2018-03-15 | 2018-03-15 | Channeling and passing method for arranging bus stop and bus lane at intersection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108442197B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505207B (en) * | 2018-11-19 | 2021-07-20 | 上海理工大学 | Variable bus entrance lane system for crossroads |
| CN113215883A (en) * | 2021-06-01 | 2021-08-06 | 盖保华 | Same-lane traffic diversion method based on straight-going left-turning vehicles |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061221A (en) * | 2013-01-14 | 2013-04-24 | 东南大学 | On-street bus rapid transit with efficient transfer |
-
2018
- 2018-03-15 CN CN201810213822.6A patent/CN108442197B/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061221A (en) * | 2013-01-14 | 2013-04-24 | 东南大学 | On-street bus rapid transit with efficient transfer |
Non-Patent Citations (2)
| Title |
|---|
| "城市公交专用道***设计方法研究";曾奕林;《中国优秀博硕士学位论文全文数据库（硕士） 工程科技Ⅱ辑》;20060415(第4期);4.1.2.2 设置回授线 * |
| "锯齿形公交优先进口道自适应预信号控制***研究";李运;《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》;20180215(第2期);3.1 锯齿形公交优先进口道布局 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108442197A (en) | 2018-08-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101463582B (en) | The more newly-installed crossing of means of transportation | |
| CN100418117C (en) | Automatic control method for green wave of pedestrian crossing street signal lamp | |
| CN100425768C (en) | Zero commuter station structure of bus and zero transferring fast public traffic system | |
| CN102051845A (en) | Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane | |
| CN100447335C (en) | 'One-road one-line straight movement type' public transport system station and crossing collaborative design and controlling method | |
| CN105070080A (en) | Plane road intersection dispersion system without left turn conflict | |
| CN204940026U (en) | Novel traffic road mouth structure | |
| CN104032980B (en) | A kind of crossing bus station's arrangement and public transport passing method | |
| CN1752344A (en) | T-type signal control crossing traffic designing and traffic controlling method | |
| CN105489026B (en) | " windmill type " intersection design method | |
| CN102646331A (en) | Design method for cooperating street crossing of opposite-angle pedestrians and left turning of motor vehicles at intersection | |
| CN101476271A (en) | Setting method for multi-mode parking and transfer facilities in lough type bus station | |
| CN102708675A (en) | Design method for improving traffic of T-shaped road intersection based on asymmetrical traffic requirements | |
| CN113362623B (en) | Continuous flow intersection left-turn non-motor vehicle traffic organization system and signal control method | |
| CN101550666A (en) | Traffic optimization method of primary and secondary road grade crossing | |
| CN101140698A (en) | Passenger cross street and signal priority coordinating method | |
| CN108442197B (en) | Channeling and passing method for arranging bus stop and bus lane at intersection | |
| CN103247170B (en) | A kind of high-flow intelligent traffic control and method | |
| CN105672074A (en) | Urban road crossroad diversion system | |
| CN101550667B (en) | Control method of integrated setting of on-board and off-board stop station of bus and taxi | |
| CN110158510A (en) | A kind of pedestrains safety crossing facilities and control method | |
| CN1534138A (en) | Road surface running vehicle management method by setting second stop line | |
| CN202099708U (en) | Novel low overpass for road intersection | |
| CN202865713U (en) | Downtown overpass | |
| CN202466336U (en) | Interchange overpass without traffic light |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201110 |