CN101845781A - Multi-road combined real-time variable lane group system - Google Patents
Multi-road combined real-time variable lane group system Download PDFInfo
- Publication number
- CN101845781A CN101845781A CN200910097034A CN200910097034A CN101845781A CN 101845781 A CN101845781 A CN 101845781A CN 200910097034 A CN200910097034 A CN 200910097034A CN 200910097034 A CN200910097034 A CN 200910097034A CN 101845781 A CN101845781 A CN 101845781A
- Authority
- CN
- China
- Prior art keywords
- lane group
- lane
- group
- traffic
- groups
- 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.)
- Pending
Links
Images
Landscapes
- Traffic Control Systems (AREA)
Abstract
The invention discloses a multi-road combined real-time variable lane group system, relating to a traffic facility technology, in particular to a variable lane technology. The multi-road combined real-time variable lane group system is mainly characterized in that traffic roads are redistricted into three lane groups, namely a first lane group (1), a second lane group (2) and a third lane group (3), wherein the first lane group (1) and the third lane group (3) are driving lane groups with fixed driving direction; and the second lane group (2) is a variable lane group. The three lane groups are divided by isolating belts (5), and an access port (6) between the first lane group (1) and the second lane group (2) and the access port (6) between the second lane group (2) and the third lane group (3) can be set on an allowable district according to geological conditions. The multi-road combined real-time variable lane group system carries out control on the driving direction of the lanes of the second lane group (2) according to traffic flow.
Description
Technical field:
The present invention relates to a kind of means of transportation technology, particularly relate to a kind of changeable driveway technology.
Background technology:
Existing highway design mostly is the design of two way track.Along with the use raising of running vehicle, traffic jam issue becomes increasingly conspicuous.And the availability of traffic route descends day by day.
And existing changeable driveway is not independently divided, but on the design basis of existing two way track, divide once more, make the part track in the two way track become changeable driveway,. control the wagon flow direction by the time period, thereby can't accomplish to control in real time, thereby can't make the utilization rate of traffic route be further enhanced according to on-the-spot traffic.And because changeable driveway independently divides, but by dividing once more on the design basis of existing two way track, thereby produce the unclear or driver of sign, break in traffic rules and regulations often occurs, even traffic accident to phenomenons such as road conditions are unclear.And, when running into the burst traffic conditions, can only carry out the scene by road management department and dredge because the changeable driveway travel direction time is fixed.Make the human and material resources spending become big.
Summary of the invention:
Purpose of the present invention is exactly in order to address the above problem, and the road combined controlled changeable driveway group system in real time of a kind of multiple tracks that proposes.Having solved the changeable driveway travel direction time fixes; Eliminated owing to road markings unclear or driver to unclear break in traffic rules and regulations and the traffic accident that occurs of road conditions; And changed when burst accident occurring, changeable driveway can't be by the situation of remote command processing.
The present invention is achieved through the following technical solutions above-mentioned purpose.The road combined controlled changeable driveway group system in real time of this multiple tracks is repartitioned traffic route, and road is divided into three groups of track groups, is respectively: first lane group, second lane group, third lane group.Wherein first lane group and third lane group are the fixing driving lane group of travel direction; The second lane group is the changeable driveway group.Three groups of track groups are cut apart by the isolation strip, the access between first lane group and the second lane group, and the access between second lane group and the third lane group can be arranged on the location of permission according to geographical conditions.
It is characterized in that:
First lane group, second lane group, three groups of track groups of third lane group are formed side by side, cut apart by the isolation strip between three groups of track groups.And every group of track group can be made up of one or more track.
Using method of the present invention:
The first lane group, third lane group that are positioned at both sides are carried out direction of traffic according to traffic law and are determined.The second lane group is used according to following situation:
A. when the two-way vehicle flowrate of traffic route is suitable, second lane group symmetry is divided into two groups.And, direction of traffic is indicated by traffic signals according to the control situation of traffic law and traffic administration control department;
B. when the two-way vehicle flowrate of traffic route is asymmetric, be divided into two groups with the second lane group is asymmetric, be that the bigger traffic route quantitative proportion of vehicle flowrate strengthens according to vehicle flowrate with direction of traffic.And, direction of traffic is indicated by traffic signals according to the control situation of traffic law and traffic department;
C. when special vehicles such as police car, fire engine and emergency tender are executed the task, can on the basis of preceding two kinds of road managements, in the second lane group, select the traffic track of requirement, make it become the special vehicle dedicated Lanes.And special vehicle dedicated Lanes and direction of traffic are indicated by traffic signals.Guarantee the current of special vehicle, thereby provide efficient road support the people's life, property.
The maximum compared with the prior art characteristics of the present invention are:
Because the present invention has carried out again grouping to traffic route, make that vehicle supervision department can be according to the traffic conditions in the concrete moment, the direction of traffic and the quantity in track in the second lane group is controlled.Make the utilization rate of traffic route be improved with comparing now.And the task of can assist special vehicles such as police car, fire engine and emergency tender is turned out for work, and (this is that prior art can't realize.---prior art can't be carried out the change of travel direction and control in real time to many tracks).And because to because independent division the between the group of track, can avoid owing to sign unclear or driver to reasons such as road conditions are unclear, and break in traffic rules and regulations or traffic accident occur.Simultaneously because independent division the between the group of track makes vehicle supervision department to control respectively the track speed limit according to the concrete condition of traffic.
Description of drawings:
The road combined controlled changeable driveway group schematic diagram in real time of multiple tracks that Fig. 1 provides for example of the present invention.
The accompanying drawing identifier declaration:
1: the first lane group; 2: the second lane group; 3: the third lane group; 4: nonmotorized vehicle lane; 5: the isolation strip; 6: the access.
The specific embodiment:
Embodiment: the road combined controlled changeable driveway group system in real time of multiple tracks provided by the present invention, independent three groups of track groups of dividing are carried out in the track, be respectively: first lane group 1, second lane group 2,3, three groups of tracks of third lane group group are carried out wide design according to concrete road conditions.Three groups of track groups are cut apart by isolation strip 5, the access 6 between first lane group 1 and the second lane group 2, and the access 6 between second lane group 2 and the third lane group 3 can be arranged on the location of permission according to geographical conditions.The vehicle that travels in first lane group 1 and third lane group 3 can sail second lane group 2 into by access 6 according to traffic signals, and the vehicle that travels in second lane group 2 can sail first lane group 1 and third lane group 3 into by access 6 according to traffic signals.
The first lane group 1 of both sides and third lane group 3 are the fixing track group of travel direction in three groups of track groups.And second lane group 2 is used according to following situation:
When the two-way vehicle flowrate of traffic route is suitable, second lane group 2 is carried out symmetry be divided into two groups.Can by traffic signals direction of traffic and speed limit be indicated according to the control situation of road traffic laws and regulations and traffic administration control department;
When the two-way vehicle flowrate of traffic route is asymmetric, be divided into two groups with second lane group 2 is asymmetric, direction of traffic traffic route quantitative proportion vehicle flowrate is bigger according to vehicle flowrate strengthens.And, direction of traffic and speed limit are indicated by traffic signals according to the control situation of road traffic laws and regulations and traffic administration control department;
When executing the task as special vehicles such as police car, fire engine and emergency tenders, can be on the basis of preceding two kinds of road managements, select the traffic track of requirement in second lane group 2, make it become the special vehicle dedicated Lanes.And by traffic signals to the special vehicle dedicated Lanes with and direction of traffic indicate.Thereby guarantee the current of special purpose vehicle amount.
By the present invention traffic route has been carried out again grouping like this, made that vehicle supervision department can be according to the traffic conditions in the concrete moment, the direction of traffic and the quantity in track in the second lane group 2 has been controlled.Make the utilization rate of traffic route be improved with comparing now.
The traffic rules of the above-mentioned means of transportation that provide being provided and matching, the traffic route that can solve in the present traffic uses not high problem, guarantees the unimpeded smoothly of road.
Claims (3)
1. the road combined controlled changeable driveway group system in real time of a multiple tracks is characterized in that:
A, motor road is divided into three groups of track groups, is respectively: first lane group (1), second lane group (2), third lane group (3);
B, first lane group (1) and third lane group (3) are the fixing driving lane group of travel direction;
C, second lane group (2) are the changeable driveway group.
D, first lane group (1), second lane group (2), third lane group (3) can be made up of one or more track.
2. the road combined controlled changeable driveway group system in real time of multiple tracks according to claim 1 is characterized in that: be provided with isolation strip (5) between first lane group (1), second lane group (2), the third lane group (3).
3. the road combined controlled changeable driveway group system in real time of multiple tracks according to claim 1 and 2, it is characterized in that: isolation strip (5) should set out inlet (6) according to geographical conditions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910097034A CN101845781A (en) | 2009-03-27 | 2009-03-27 | Multi-road combined real-time variable lane group system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910097034A CN101845781A (en) | 2009-03-27 | 2009-03-27 | Multi-road combined real-time variable lane group system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101845781A true CN101845781A (en) | 2010-09-29 |
Family
ID=42770584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200910097034A Pending CN101845781A (en) | 2009-03-27 | 2009-03-27 | Multi-road combined real-time variable lane group system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101845781A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518014A (en) * | 2011-10-28 | 2012-06-27 | 东南大学 | Road structure based on traffic tidal flow characteristics |
| CN102787569A (en) * | 2012-08-27 | 2012-11-21 | 西北工业大学 | Control method of junction reversible lane marks and lane line lengths |
| CN102817293A (en) * | 2012-05-17 | 2012-12-12 | 山东交通学院 | Tide type road |
| CN102943422A (en) * | 2012-11-28 | 2013-02-27 | 刘伟华 | Turning traveling road and method for effectively using same |
| CN108729316A (en) * | 2017-04-25 | 2018-11-02 | 航天特种材料及工艺技术研究所 | A kind of road emergency system and implementation method based on stealthy Emergency Vehicle Lane |
| CN116536984A (en) * | 2023-05-08 | 2023-08-04 | 中交第二公路勘察设计研究院有限公司 | Reversible lane system of expressway and design method |
-
2009
- 2009-03-27 CN CN200910097034A patent/CN101845781A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518014A (en) * | 2011-10-28 | 2012-06-27 | 东南大学 | Road structure based on traffic tidal flow characteristics |
| CN102817293A (en) * | 2012-05-17 | 2012-12-12 | 山东交通学院 | Tide type road |
| CN102787569A (en) * | 2012-08-27 | 2012-11-21 | 西北工业大学 | Control method of junction reversible lane marks and lane line lengths |
| CN102787569B (en) * | 2012-08-27 | 2014-09-10 | 西北工业大学 | Control method of junction reversible lane marks and lane line lengths |
| CN102943422A (en) * | 2012-11-28 | 2013-02-27 | 刘伟华 | Turning traveling road and method for effectively using same |
| CN108729316A (en) * | 2017-04-25 | 2018-11-02 | 航天特种材料及工艺技术研究所 | A kind of road emergency system and implementation method based on stealthy Emergency Vehicle Lane |
| CN108729316B (en) * | 2017-04-25 | 2020-10-16 | 航天特种材料及工艺技术研究所 | Road emergency system based on invisible emergency lane and implementation method |
| CN116536984A (en) * | 2023-05-08 | 2023-08-04 | 中交第二公路勘察设计研究院有限公司 | Reversible lane system of expressway and design method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP3223257B1 (en) | Method and device for influencing a traffic control device | |
| CN101845781A (en) | Multi-road combined real-time variable lane group system | |
| CN104408946A (en) | Method of controlling priority signal for right-turning vehicles on straight-going and right-turning shared lane at intersection | |
| CN205230356U (en) | Variable lane system at signal lamp crossing | |
| CN104074112A (en) | Tidal lane of upstream and downstream intersection of urban road and design method of tidal lane | |
| CN105046984A (en) | Traffic signal setting method for elimination of cross signal intersection left-turn phase | |
| DE102013217436A1 (en) | Driver assistance system in an ego vehicle with an electronic control unit for detecting a turning maneuver | |
| US20100303544A1 (en) | Method for increasing vehicle flow through an intersection | |
| CN102817293A (en) | Tide type road | |
| CN104008657A (en) | Method for channelization control over T-shaped intersection under emergency evacuation condition | |
| CN104408949A (en) | Method of controlling bus priority signal based on right-turning vehicle and bus shared lane | |
| CN103498394B (en) | A kind of automobile-use planar road net system | |
| CN106600989A (en) | Intelligent traffic guidance control system | |
| CN113570897A (en) | Lane-level intelligent induction method for expressway reconstruction and expansion engineering | |
| CN203096540U (en) | Road traffic facility | |
| CN103886740A (en) | Efficient traffic control system | |
| CN105332327A (en) | Lane system of signal lamp intersection | |
| CN110016844B (en) | Narrow road design concept-based reduced lane and setting method thereof | |
| Ben-Edigbe et al. | Extent of delay and level of service at signalised roundabout | |
| US10140860B2 (en) | Traffic diversion signalling system and method | |
| CN109255946A (en) | A kind of pavement traffic lights regulation method | |
| DE102018123153A1 (en) | Method and device for influencing autonomous alternating light signal systems | |
| CN101706992B (en) | Method for increasing traffic flow at road crossing | |
| CN110047302B (en) | Tramcar intersection waiting area organizing method | |
| CN101161935A (en) | Harbour section of urban automobile road |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20100929 |