CN113215883A - Same-lane traffic diversion method based on straight-going left-turning vehicles - Google Patents
Same-lane traffic diversion method based on straight-going left-turning vehicles Download PDFInfo
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- CN113215883A CN113215883A CN202110607020.5A CN202110607020A CN113215883A CN 113215883 A CN113215883 A CN 113215883A CN 202110607020 A CN202110607020 A CN 202110607020A CN 113215883 A CN113215883 A CN 113215883A
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- 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
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- 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
- E01C1/02—Crossings, junctions or interconnections between roads on the same level
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- 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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- General Physics & Mathematics (AREA)
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Abstract
The invention belongs to the technical field of urban traffic roads and discloses a straight-going left-turn vehicle-based same-lane traffic diversion method which comprises double yellow lines, wherein a mixed lane is arranged on the right side of the double yellow lines, a left-turn waiting area is arranged on the rear side of the mixed lane, a straight-going right-turn lane is arranged on the rear side of the mixed lane and the right side of the left-turn waiting area, and a non-motor lane is arranged on the right side of the straight-going right-turn lane. The left-turn waiting area is arranged on the original left-turn lane, the original left-turn vehicle waits in the left-turn waiting area when the main traffic light at the intersection is the green light for straight-going, and the straight-going vehicle can pass through the intersection through the mixed lane at the front side of the left-turn waiting area and the original straight-going right-turn lane under the state of the red light for left-turning, so that the straight-going vehicle can go straight through the two lanes when going straight, the throughput of the straight-going vehicle at the intersection is greatly improved, the congestion of the straight-going vehicle is avoided, and the burden of urban traffic is lightened.
Description
Technical Field
The invention belongs to the technical field of urban traffic roads, and particularly relates to a straight-going left-turn vehicle same-lane traffic diversion method.
Background
The lane is a traffic lane for short, and plays a role in dividing traffic flow in an urban road, and in order to enable the traffic flow in the urban road to pass through in order, a straight lane, a left-turn lane and a right-turn lane are usually arranged at an intersection to avoid a traffic disorder condition.
The existing urban road is imperfect in early urban construction, so that lanes in partial areas are narrow, and the road width can only meet the design of a one-way double lane, therefore, when lane planning is carried out, a straight lane and a right-turn lane are often combined, at the moment, the straight right-turn lane on the right side of the road is loaded with larger traffic flow, for straight vehicles, the design of the one-way straight lane is not suitable for all the straight vehicles waiting at traffic light intersections every time, the congestion of the straight vehicles can be caused in the rush hour, and the burden of urban traffic is increased.
Disclosure of Invention
The invention aims to provide a straight-going left-turn vehicle-based same-lane traffic diversion method to solve the problems in the background art.
In order to achieve the above purpose, the invention provides the following technical scheme: the utility model provides a pass reposition of redundant personnel method based on straight-going left turn vehicle is with lane, includes two yellow lines, the right side of two yellow lines is equipped with mixed lane, the rear side in mixed lane is equipped with the left turn waiting area, the rear side in mixed lane is equipped with the straight-going right turn lane with the right side in left turn waiting area, the right side in straight-going right turn lane is equipped with non-motor vehicle lane, the front side in mixed lane, straight line right turn lane is equipped with the zebra stripes, the front side of zebra stripes is equipped with the left turn and treats the district of turning round.
Preferably, the mixed lane and the left-turn waiting area are separated from the straight-going right-turn lane by guide lane lines, stop lines are arranged at the front ends of the mixed lane, the left-turn waiting area and the straight-going right-turn lane, the stop lines provide stop area limitation for waiting vehicles, the straight-going vehicles which go straight into the mixed lane are prevented from colliding with the left-turn vehicles in the left-turn waiting area, and traffic accidents are avoided.
Preferably, the left-turn waiting area is positioned at the front side of the zebra crossing, the left-turn waiting area is positioned at the front side of the mixed lane, and left-turn vehicles enter the left-turn waiting area before left-turning to wait for the signal change of the main traffic light of the crossing, so that the throughput of the left-turn vehicles when the main traffic light of the crossing turns left to green light is improved, and the congestion of urban roads is effectively reduced.
Preferably, the shunting method based on the co-lane traffic of the straight left-turn vehicle comprises the following steps:
when the main traffic lights of the intersection are both red lights for straight going and left turning, the straight going automobile can enter the mixed lane through a dotted line area between the mixed lane and the left turning waiting area and can also go straight on the straight going right turning lane, the straight going automobile waits on the stop line at the front side of the mixed lane and the straight going right turning lane, and the left turning automobile enters the left turning waiting area from the dotted line part behind the left turning waiting area and waits in front of the stop line of the left turning waiting area;
when the main traffic light of the intersection is a straight green light and a left-turn red light, the straight vehicles waiting for straight running in the mixed lane and the straight right-turn lane can pass through the intersection, the straight vehicles waiting in line at the rear side of the straight right-turn lane can pass through the intersection from the mixed lane and the straight right-turn lane, and the left-turn vehicles wait in a left-turn waiting area;
when the straight green light of the main traffic light of the intersection changes into the red light for five seconds and the left turn is still the red light, the straight vehicles in the straight right-turn lane are prohibited from entering the mixed lane at the moment, the residual straight vehicles in the mixed lane quickly pass through the intersection, and the left-turn vehicles waiting in the left-turn waiting area start to enter the mixed lane and move forward to the left-turn waiting area in the mixed lane at the moment;
when the straight green light of the main traffic light of the intersection is changed into the red light and the left-turn red light is changed into the green light, the left-turn vehicles in the left-turn waiting area, the mixed lane and the left-turn waiting area turn left through the intersection;
fifthly, when the left-turn green light of the main traffic light of the intersection changes for five seconds, the left-turn vehicles are prohibited from entering the mixed lane at the moment, the left-turn vehicles in the mixed lane turn left through the intersection within five seconds, the mixed lane is emptied, and the straight vehicles in the straight right-turn lane can enter the mixed lane to wait;
and sixthly, when the left turn green light of the main traffic light at the intersection is changed into the red light and the straight-going vehicle is the red light, the straight-going vehicle stays in the mixed lane and the straight-going right-turn lane for waiting, and the left-turn vehicle stays in the left-turn waiting area for waiting.
The invention has the following beneficial effects:
the left-turn waiting area is arranged on the original left-turn lane, the original left-turn vehicle waits in the left-turn waiting area when the main traffic light at the intersection is the green light for straight-going, and the straight-going vehicle can pass through the intersection through the mixed lane at the front side of the left-turn waiting area and the original straight-going right-turn lane under the state of the red light for left-turning, so that the straight-going vehicle can go straight through the two lanes when going straight, the throughput of the straight-going vehicle at the intersection is greatly improved, the congestion of the straight-going vehicle is avoided, and the burden of urban traffic is lightened.
Drawings
FIG. 1 is a schematic view of the structure of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1, the invention provides a straight-going left-turn vehicle co-lane traffic diversion method, which comprises double yellow lines, wherein a mixed lane is arranged on the right side of the double yellow lines, a left-turn waiting area is arranged on the rear side of the mixed lane, a straight-going right-turn lane is arranged on the rear side of the mixed lane and the right side of the left-turn waiting area, a non-motor lane is arranged on the right side of the straight-going right-turn lane, zebra stripes are arranged on the front sides of the mixed lane and the straight-line right-turn lane, and a left-turn waiting area is arranged on the front side of the zebra stripe.
Wherein, mix the lane and turn left the waiting area all with the straight going right turn lane between separate through direction lane line, mix the lane, turn left the waiting area and the straight going right turn lane's front end all is provided with the stop line, the stop line provides the restriction of stopping the region for the vehicle in waiting, avoids the straight going vehicle that the straight going goes into in the mixed lane and the left turn vehicle in the left turn waiting area to bump, avoids taking place the traffic accident.
The left-turn waiting area is positioned at the front side of the zebra crossing, the left-turn waiting area is positioned at the front side of the mixed lane, and left-turn vehicles enter the left-turn waiting area before turning left to wait for the signal change of the main traffic light of the intersection, so that the throughput of the left-turn vehicles when the main traffic light of the intersection turns left to green is improved, and the congestion of urban roads is effectively relieved.
The method for shunting the same-lane traffic based on the straight left-turn vehicles comprises the following steps:
when the main traffic lights of the intersection are both red lights for straight going and left turning, the straight going automobile can enter the mixed lane through a dotted line area between the mixed lane and the left turning waiting area and can also go straight on the straight going right turning lane, the straight going automobile waits on the stop line at the front side of the mixed lane and the straight going right turning lane, and the left turning automobile enters the left turning waiting area from the dotted line part behind the left turning waiting area and waits in front of the stop line of the left turning waiting area;
when the main traffic light of the intersection is a straight green light and a left-turn red light, the straight vehicles waiting for straight running in the mixed lane and the straight right-turn lane can pass through the intersection, the straight vehicles waiting in line at the rear side of the straight right-turn lane can pass through the intersection from the mixed lane and the straight right-turn lane, and the left-turn vehicles wait in a left-turn waiting area;
when the straight green light of the main traffic light of the intersection changes into the red light for five seconds and the left turn is still the red light, the straight vehicles in the straight right-turn lane are prohibited from entering the mixed lane at the moment, the residual straight vehicles in the mixed lane quickly pass through the intersection, and the left-turn vehicles waiting in the left-turn waiting area start to enter the mixed lane and move forward to the left-turn waiting area in the mixed lane at the moment;
when the straight green light of the main traffic light of the intersection is changed into the red light and the left-turn red light is changed into the green light, the left-turn vehicles in the left-turn waiting area, the mixed lane and the left-turn waiting area turn left through the intersection;
fifthly, when the left-turn green light of the main traffic light of the intersection changes for five seconds, the left-turn vehicles are prohibited from entering the mixed lane at the moment, the left-turn vehicles in the mixed lane turn left through the intersection within five seconds, the mixed lane is emptied, and the straight vehicles in the straight right-turn lane can enter the mixed lane to wait;
and sixthly, when the left turn green light of the main traffic light at the intersection is changed into the red light and the straight-going vehicle is the red light, the straight-going vehicle stays in the mixed lane and the straight-going right-turn lane for waiting, and the left-turn vehicle stays in the left-turn waiting area for waiting.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a same lane traffic reposition of redundant personnel method based on straight left turn vehicle, includes two yellow lines, its characterized in that: the right side on two yellow lines is equipped with mixed lane, the rear side on mixed lane is equipped with the left turn waiting area, the rear side on mixed lane is equipped with the straight-going right turn lane with the right side in left turn waiting area, the right side on straight-going right turn lane is equipped with non-motor vehicle way, the front side on mixed lane, straight line right turn lane is equipped with the zebra stripes, the front side on zebra stripes is equipped with the left turn and treats the district of turning.
2. The same-lane traffic diversion method based on the straight-going left-turn vehicle according to claim 1, characterized in that: the mixed lane and the left-turn waiting area are separated from the straight-going right-turn lane through guide lane lines, and stop lines are arranged at the front ends of the mixed lane, the left-turn waiting area and the straight-going right-turn lane.
3. The same-lane traffic diversion method based on the straight-going left-turn vehicle according to claim 1, characterized in that: the left-turn waiting-to-turn area is located on the front side of the zebra crossing, and the left-turn waiting-to-turn area is located on the front side of the mixed lane.
4. The same-lane traffic diversion method based on the straight-going left-turn vehicle according to claim 1, characterized in that: a flow dividing method based on the same-lane passing of straight left-turning vehicles comprises the following steps:
when the main traffic lights of the intersection are both red lights for straight going and left turning, the straight going automobile can enter the mixed lane through a dotted line area between the mixed lane and the left turning waiting area and can also go straight on the straight going right turning lane, the straight going automobile waits on the stop line at the front side of the mixed lane and the straight going right turning lane, and the left turning automobile enters the left turning waiting area from the dotted line part behind the left turning waiting area and waits in front of the stop line of the left turning waiting area;
when the main traffic light of the intersection is a straight green light and a left-turn red light, the straight vehicles waiting for straight running in the mixed lane and the straight right-turn lane can pass through the intersection, the straight vehicles waiting in line at the rear side of the straight right-turn lane can pass through the intersection from the mixed lane and the straight right-turn lane, and the left-turn vehicles wait in a left-turn waiting area;
when the straight green light of the main traffic light of the intersection changes into the red light for five seconds and the left turn is still the red light, the straight vehicles in the straight right-turn lane are prohibited from entering the mixed lane at the moment, the residual straight vehicles in the mixed lane quickly pass through the intersection, and the left-turn vehicles waiting in the left-turn waiting area start to enter the mixed lane and move forward to the left-turn waiting area in the mixed lane at the moment;
when the straight green light of the main traffic light of the intersection is changed into the red light and the left-turn red light is changed into the green light, the left-turn vehicles in the left-turn waiting area, the mixed lane and the left-turn waiting area turn left through the intersection;
fifthly, when the left-turn green light of the main traffic light of the intersection changes for five seconds, the left-turn vehicles are prohibited from entering the mixed lane at the moment, the left-turn vehicles in the mixed lane turn left through the intersection within five seconds, the mixed lane is emptied, and the straight vehicles in the straight right-turn lane can enter the mixed lane to wait;
and sixthly, when the left turn green light of the main traffic light at the intersection is changed into the red light and the straight-going vehicle is the red light, the straight-going vehicle stays in the mixed lane and the straight-going right-turn lane for waiting, and the left-turn vehicle stays in the left-turn waiting area for waiting.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110607020.5A CN113215883A (en) | 2021-06-01 | 2021-06-01 | Same-lane traffic diversion method based on straight-going left-turning vehicles |
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| CN202110607020.5A CN113215883A (en) | 2021-06-01 | 2021-06-01 | Same-lane traffic diversion method based on straight-going left-turning vehicles |
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| CN108442197A (en) * | 2018-03-15 | 2018-08-24 | 王海南 | The canalization and passing method of bus stop and public transportation lane are arranged in a kind of intersection |
| CN110111569A (en) * | 2019-05-05 | 2019-08-09 | 广东振业优控科技股份有限公司 | A kind of level-crossing left turn waiting zone setting appraisal procedure |
| CN109461314B (en) * | 2018-12-23 | 2020-08-07 | 合肥工业大学 | Urban intelligent lane change method and intelligent lane change system |
| CN112258857A (en) * | 2020-11-04 | 2021-01-22 | 汪高旭 | Traffic facility for efficient passing at crossroad |
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2021
- 2021-06-01 CN CN202110607020.5A patent/CN113215883A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1676756A (en) * | 2005-04-25 | 2005-10-05 | 张汉臣 | Plane crossing traffic control system |
| KR20070081158A (en) * | 2006-02-10 | 2007-08-16 | 주식회사 서영엔지니어링 | A traffic signal controlling method on the three-way intersection |
| CN103745604A (en) * | 2014-01-27 | 2014-04-23 | 北京大学 | Humanized efficient pedestrian crossing facility and control method thereof |
| CN108442197A (en) * | 2018-03-15 | 2018-08-24 | 王海南 | The canalization and passing method of bus stop and public transportation lane are arranged in a kind of intersection |
| CN109461314B (en) * | 2018-12-23 | 2020-08-07 | 合肥工业大学 | Urban intelligent lane change method and intelligent lane change system |
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Application publication date: 20210806 |