CN104195907B - Crossing that multi-directionally turns left simultaneously and traffic method thereof - Google Patents
Crossing that multi-directionally turns left simultaneously and traffic method thereof Download PDFInfo
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- CN104195907B CN104195907B CN201410508080.1A CN201410508080A CN104195907B CN 104195907 B CN104195907 B CN 104195907B CN 201410508080 A CN201410508080 A CN 201410508080A CN 104195907 B CN104195907 B CN 104195907B
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Abstract
nullThe present invention relates to crossing and traffic method thereof that a kind of multi-directionally turns left simultaneously，Belong to traffic rules field，The crossroad intersected to form including two road，Stop line and traffic lights are set at every road cross，Diatom is divided in the middle part of every road，It is characterized in that: on the yellow line of traffic lights, set conversion fork，Stop line and traffic lights are set on first lane on the right side of lines at conversion fork，Lines between conversion fork and traffic lights are moved to the left a track，Herein on the right side of lines first lane for turning left into track，Mark turns left into track yield signs to set that no parking at conversion fork，Second lane is track of turning left out，Turn left to set into exit, track and forbid mark of keeping straight on，Can realize multi-direction turning left simultaneously，It is greatly saved the vehicle waiting time at crossing，Largely alleviate present traffic pressure.
Description
Technical field
The present invention relates to crossing and traffic method thereof that a kind of multi-directionally turns left simultaneously, belong to traffic rules field.
Background technology
Crossing, is i.e. the place of road bout, common are crossroad, big word crossing or other multichannel crossings.For convenience
Vehicle is gone together in order, generally sets traffic lights instruction driving at crossing.As a example by crossroad, common traffic rules are, with
Through vehicles on one straight line is leading, simultaneously left-hand bend vehicle in the road between wait, traffic lights instruction through vehicles is forbidden, left
Turning vehicle is gone together, and the traffic rule on its intersecting roads is also such, if kept straight on, the transit time of left-hand rotation is so every time
10 seconds, then a crossroad completes a current requirements of process 40 seconds, getting more and more at present vehicle, road pressure is more
Come the biggest in the case of, existing traffic rules and means of transportation cannot meet present driving demand.
Summary of the invention
According to above deficiency of the prior art, the technical problem to be solved in the present invention is: provide a kind of multi-directionally to turn left simultaneously
Curved crossing and traffic method thereof, can realize multi-direction turning left simultaneously, be greatly saved the vehicle waiting time at crossing, very
Present traffic pressure is alleviated in big degree.
The crossing that multi-directionally of the present invention turns left simultaneously, the crossroad intersected to form including two road, Mei Tiaodao
Set stop line and traffic lights at crossing, road, in the middle part of every road, divide diatom, it is characterised in that: with a certain distance from the Huang of traffic lights
Setting conversion fork on line, set stop line and traffic lights on the right side of the lines at conversion fork on first lane, conversion fork is green with red
Lines between lamp are moved to the left a track, and on the right side of lines, first lane is for turning left into track herein, and conversion sets taboo at fork
Only stop sign is turned left into track yield signs, and second lane is track of turning left out, turns left to set into exit, track and forbids mark of keeping straight on
Will.
The traffic method at a kind of crossing applying above-mentioned multi-directionally simultaneously to turn left, it is characterised in that comprise the steps:
1, traffic lights green light at crossroad, instruction through vehicles passes through, traffic lights green light at conversion fork, and instruction is turned left
Vehicle lane change sails into into track；
2, traffic lights when red at conversion fork, lines right-hand lane vehicle stops at stop line, makes conversion fork reserve logical
Row space, enters into track during green light；
3, traffic lights when red at crossroad, through vehicles stop line at crossing stops, and turns left to turn left to sail into into track vehicle
Treating that the left-hand rotation of left-hand rotation road goes out track, at change fork, lane change is to the track on the left of lines, normally travels, at conversion fork
Place passes through such as the vehicle in track of temporarily not turning left out, and lines right-hand lane vehicle can turn left to track of turning left out to enter in lane change.
4, traffic lights green light at crossroad, repeats said process.
Turn left and can increase track into track, increase the quantity of left turning vehicle.
At road cross, both sides outwards increase track, facilitate right-turning vehicles to turn right, for Through Lane slot milling.
Crossing sets bridge, and bridge can be arc bridge or the level bridge of Moveable assembled, and arc bridge can be viaduct, and level bridge can be overpass, across
Bridging connects two travels in opposite directions, and for Through Lane (have ready conditions and can arrange left turn lane) in bridge, the position correspondence of bridge is left
Producing track and turn left into the position in track, bridge is supported by crane span structure, and crane span structure includes that upper beam and underbeam, upper beam and underbeam are
Multi-section-line structure, is connected formation triangle rock-steady structure with at the node of underbeam by brace at the node of upper beam, and crane span structure is for dividing
Body formula structure, gantry middle portion sets support column, and bridge divides into support column, and support column is divided into car lane successively from centre to both sides
District, lower access bridge upper zone and lower access bridge lower region, lower access bridge upper zone sets bicycle lane.
Bridge track at least includes two tracks.
The present invention is compared with prior art had the beneficial effect that
Crossing that multi-directionally of the present invention turns left simultaneously and traffic method thereof, set on the yellow line of traffic lights
Conversion fork, sets stop line and traffic lights on first lane on the right side of the lines at conversion fork, between conversion fork and traffic lights
Lines be moved to the left a track, on the right side of lines, first lane is for turning left into track herein, and second lane is track of turning left out,
Turning left setting into exit, track and forbid mark of keeping straight on, the mark that sets that no parking at conversion fork turns left out track yield signs, it is achieved
Four-Lane Road turns left simultaneously, substantially reduces the vehicle waiting time at crossing, alleviates traffic pressure, and crane span structure is split type
Structure, conveniently removes and installs, simultaneously at the node of upper beam with at the node of underbeam by brace be connected formation triangle stably tie
Structure, structure is more stable, improves the intensity of bridge.
Accompanying drawing explanation
Fig. 1 is the embodiment of the present invention 1 schematic diagram；
Fig. 2 is the embodiment of the present invention 2 schematic diagram；
Fig. 3 is the structural representation of embodiment illustrated in fig. 2 bridge.
In figure: 1, road；2, turn left into track；3, conversion fork；4, lines；5, stop line；6, traffic lights；7、
Turn left out track；8, upper beam；9, underbeam；10, brace；11, support column；12, car lane district；13, lower access bridge
Upper zone；14, lower access bridge lower region.
Detailed description of the invention
Below in conjunction with the accompanying drawings embodiments of the invention are described further:
As it is shown in figure 1, the crossing that multi-directionally of the present invention turns left simultaneously, the cross intersected to form including two road 1
Crossing, sets stop line 5 and traffic lights 6 at every road 1 crossing, divide diatom 4 in the middle part of every road 1, it is characterised in that: from red
Set conversion fork 3 on the yellow line of green light 6 certain distance, on the right side of the lines 4 at conversion fork 3, set stop line 5 and red on first lane
Green light 6, the lines 4 between conversion fork 3 and traffic lights 6 are moved to the left a track, and on the right side of lines 4, first lane is left herein
Rotating into track 2, mark turns left into track 2 yield signs to set at conversion fork 3 that no parking, and second lane is track 7 of turning left out,
Turn left to set into exit, track 2 and forbid mark of keeping straight on.
The traffic method at a kind of crossing applying above-mentioned multi-directionally simultaneously to turn left, the steps include:
Traffic lights 6 green light at crossroad, instruction through vehicles passes through, traffic lights 6 green light at conversion fork 3, and instruction is turned left
Vehicle lane change sails into into track 2；Traffic lights 6 when red at conversion fork 3, lines 4 right-hand lane vehicle is at stop line 5
Place stops, and makes conversion fork 3 reserve passage space, enters into track 2 during green light；Traffic lights 6 when red at crossroad,
Through vehicles stop line 5 at crossing stops, and turning left turns left to sail into into track 2 vehicle treats that the left-hand rotation of left-hand rotation road 1 goes out track 7,
At change fork, lane change is to the track on the left of lines 4, normally travels, such as track 7 of temporarily not turning left out at conversion fork 3
Vehicle pass through, lines 4 right-hand lane vehicle can turn left to track of turning left out to enter in lane change.
Traffic lights 6 green light at crossroad, repeats said process.
Embodiment 2
As shown in Figures 2 and 3, setting bridge at the crossing that the multi-directionally described in embodiment 1 turns left simultaneously, bridge can be activity group
The arc bridge of dress or level bridge, arc bridge can be viaduct, and level bridge can be overpass, bridge connection two travel 1 in opposite directions, and bridge is
Through Lane (is had ready conditions and can be arranged left turn lane), and the position correspondence of bridge is turned left out track 7 and turned left into the position in track 2,
Bridge is supported by crane span structure, and crane span structure includes that upper beam 8 and underbeam 9, upper beam 8 and underbeam 9 are multi-section-line structure, at the node of upper beam 8
Being connected formation triangle rock-steady structure with at the node of underbeam 9 by brace 10, crane span structure is split-type structural, and gantry middle portion sets props up
Dagger 11, bridge divides into support column 11, and support column 11 is divided into car lane district 12, lower access bridge top successively from centre to both sides
District 13 and lower access bridge lower region 14, lower access bridge upper zone 13 sets bicycle lane, and bridge track at least includes two tracks.
Claims (2)
1. the crossing that multi-directionally turns left simultaneously, the crossroad intersected to form including two road (1), Mei Tiaodao
Setting stop line (5) and traffic lights (6) at road (1) crossing, every road (1) middle part divides diatom (4), it is characterised in that: from red
Set conversion fork (3) on the yellow line of green light (6) certain distance, lines (4) the right side first lane at conversion fork (3) place sets
Stop line (5) and traffic lights (6), the lines (4) between conversion fork (3) and traffic lights (6) are moved to the left a track, this
Right side, place's lines (4) first lane for turning left into track (2), conversion fork (3) place sets that no parking mark and turning left into track
Yield signs, second lane is track of turning left out (7), turns left to set into track (2) exit and forbids mark of keeping straight on；
The crossing that multi-directionally turns left simultaneously sets bridge, and bridge connection two travel (1) in opposite directions, bridge is Through Lane,
The position correspondence of bridge is turned left out track (7) and turn left into the position of track (2), and bridge is supported by crane span structure, and crane span structure includes
Beam (8) and underbeam (9), upper beam (8) and underbeam (9) are multi-section-line structure, with the node of underbeam (9) at the node of upper beam (8)
Place connects formation triangle rock-steady structure by brace (10), and crane span structure is split-type structural, and gantry middle portion sets support column (11),
Bridge divides into support column (11), and support column (11) is divided into car lane district (12), lower access bridge upper zone successively from centre to both sides
(13) and lower access bridge lower region (14), lower access bridge upper zone (13) sets bicycle lane, and bridge track at least includes two tracks.
2. the traffic method at the crossing applying multi-directionally as claimed in claim 1 simultaneously to turn left, it is characterised in that
Comprise the steps:
Traffic lights (6) green light at crossroad, instruction through vehicles passes through, conversion fork (3) place traffic lights (6) green light,
Instruction left turning vehicle lane change sails into into track (2)；
Conversion fork (3) place traffic lights (6) when red, lines (4) right-hand lane vehicle stops at stop line (5) place, makes
Conversion fork (3) reserves passage space, enters into track (2) during green light；
Traffic lights (6) when red at crossroad, through vehicles stop line (5) at crossing stops, and turns left into track (2) car
Left-hand rotation is sailed into and is treated that the left-hand rotation of left-hand rotation road (1) goes out track (7), and at change fork, lane change is to the track in lines (4) left side,
Normal traveling, passes through such as the vehicle in track (7) of temporarily not turning left out at conversion fork (3) place, lines (4) right-hand lane
Vehicle can turn left to track of turning left out to enter in lane change；
Traffic lights (6) green light at crossroad, repeats said process.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410508080.1A CN104195907B (en) | 2014-09-28 | 2014-09-28 | Crossing that multi-directionally turns left simultaneously and traffic method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410508080.1A CN104195907B (en) | 2014-09-28 | 2014-09-28 | Crossing that multi-directionally turns left simultaneously and traffic method thereof |
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| CN104195907A CN104195907A (en) | 2014-12-10 |
| CN104195907B true CN104195907B (en) | 2016-09-14 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104464319A (en) * | 2014-12-12 | 2015-03-25 | 武汉理工大学 | Temporary traffic control method used for environment that part lanes are enclosed |
| CN105070080A (en) * | 2015-07-22 | 2015-11-18 | 西安工程大学 | Plane road intersection dispersion system without left turn conflict |
| CN105321359A (en) * | 2015-08-31 | 2016-02-10 | 武汉科技大学 | Crossroad three-phase star-shaped control system and control method thereof |
| CN106192639B (en) * | 2016-08-16 | 2019-01-11 | 叶营防 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
| CN108166342A (en) * | 2017-12-27 | 2018-06-15 | 蔡建国 | The vehicle shunting linking traffic system and control method of city road crossing |
| CN108221524A (en) * | 2018-01-26 | 2018-06-29 | 夏季芳 | A kind of crossroads lane setting and passing method |
| CN109461314B (en) * | 2018-12-23 | 2020-08-07 | 合肥工业大学 | Urban intelligent lane change method and intelligent lane change system |
| CN111815968A (en) * | 2020-07-07 | 2020-10-23 | 四川龙腾嘉业市政建设工程有限公司 | Intelligent control method for scenic lane |
| CN112238871A (en) * | 2020-11-06 | 2021-01-19 | 北京航迹科技有限公司 | Control method, apparatus, device, and medium for vehicle that performs automatic driving function |
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| DE4134906A1 (en) * | 1991-10-18 | 1992-04-30 | Frieder Dr Ing Hoppadietz | Traffic control at change from two to one lane - is provided by traffic lights controlled by monitored speed of vehicles |
| LT5330B (en) * | 2004-07-02 | 2006-03-27 | Stanislovas Buteliauskas | Junction of roads |
| CN100408757C (en) * | 2005-08-23 | 2008-08-06 | 邹世才 | Non-collision left turn method for automobile and bicycle at crossing of urban arterial road |
| CN201068539Y (en) * | 2007-01-26 | 2008-06-04 | 东南大学 | P-type turning road for crossing left-turning |
| CN102051845A (en) * | 2009-11-05 | 2011-05-11 | 胡昌碰 | Flat intersection left turn entrance lane removing method and method for driving on flat intersection left turn entrance lane |
| CN201933378U (en) * | 2011-01-29 | 2011-08-17 | 胡延节 | Urban road junction road structure and traffic route thereof |
| CN102182126B (en) * | 2011-04-02 | 2012-08-22 | 贾德玉 | No-waiting flyover |
| CN103046444B (en) * | 2013-01-11 | 2015-04-29 | 黄宝文 | Intersection with optimized settings and traffic control method of the intersection |
| CN103321115A (en) * | 2013-04-26 | 2013-09-25 | 赵仁宝 | Signal lamp intersection left-turning adjustment area road marking scheme |
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