CN104195907A - Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method - Google Patents
Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method Download PDFInfo
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- CN104195907A CN104195907A CN201410508080.1A CN201410508080A CN104195907A CN 104195907 A CN104195907 A CN 104195907A CN 201410508080 A CN201410508080 A CN 201410508080A CN 104195907 A CN104195907 A CN 104195907A
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Abstract
The invention relates to a road junction capable of simultaneous left turning of vehicles in multiple directions and a traffic method, and belongs to the field of traffic rules. The road junction comprises a crossroad formed by intersection of two roads, stop lines and traffic lights are arranged at the junctions of the roads, and separation lines are drawn at the middle parts of the roads; the road junction is characterized in that switching forks are arranged on yellow lines, which are a certain distance from the traffic lights, a stop line and traffic lights are arranged on a first lane on the right side of each separation line at the corresponding switching fork, each separation line between corresponding switching fork and the corresponding traffic lights is moved leftwards by one lane, and each first lane on the right side of the corresponding separation line is the left-turning inlet lane; a no-parking mark and a left-turning inlet lane way giving mark are arranged at each switching fork, the second lane is the left-turning outlet lane, and a going straight prohibiting mark is arranged at the exit of each left-turning inlet lane; therefore, the fact that vehicles turn left simultaneously in multiple directions is realized, the waiting time of the vehicles at the road junction is saved greatly, and the existing traffic pressure is alleviated to a great extent.
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 the place of road bout, common are crossroad, large word crossing or other multichannel crossings.In order to facilitate vehicle to go together in order, conventionally at place, crossing, establish traffic lights indication driving.Taking crossroad is example, common traffic rules are, through vehicles on same straight line in advance, the vehicle that simultaneously turns left is waited in the middle of road, traffic lights indication through vehicles is forbidden, left-hand bend vehicle colleague, traffic rule on its cross way is also like this, if each like this transit time of keeping straight on, turning left is 10 seconds, a crossroad completes a current requirements of process 40 seconds so, now vehicle is more and more, in the increasing situation of road pressure, 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: the crossing and the traffic method thereof that provide a kind of multi-directionally to turn left simultaneously, can realize multi-direction left-hand rotation simultaneously, greatly save the stand-by period of vehicle at place, crossing, alleviated to a great extent present traffic pressure.
The crossing that multi-directionally of the present invention turns left simultaneously, comprise the crossroad that two road intersect to form, every road cross place establishes stop line and traffic lights, every diatom is divided at road middle part, it is characterized in that: on the yellow line of traffic lights, establish conversion fork, on the lines right side first lane at place, conversion fork, establish stop line and traffic lights, lines between conversion fork and traffic lights are moved to the left a track, lines right side first lane is for turning left into track herein, conversion fork place establishes that no parking sign turns left to allow into track line flag, second lane is the track of turning left out, turn left to establish into exit, track and forbid the sign of keeping straight on.
A traffic method of applying the crossing that above-mentioned multi-directionally turns left simultaneously, is characterized in that comprising the steps:
1, place, crossroad traffic lights green light, indication through vehicles is current, place, conversion fork traffic lights green light, the lane change of indication left turning vehicle sails into into track;
2, place, conversion fork traffic lights when red, lines right-hand lane vehicle stops at stop line place, makes to convert fork and reserves passage space, enters into track during green light;
3, place, crossroad traffic lights when red, through vehicles stops at place, crossing stop line, the left-hand rotation of turning left to sail into road to be turned left into track vehicle of turning left goes out track, changing the track of fork place's lane change to lines left side, normally travel, vehicle in place, conversion fork as the temporary transient track of not turning left out passes through, and lines right-hand lane vehicle can turn left in lane change to the track of turning left out to enter.
4, place, crossroad traffic lights green light, repeats said process.
Turn left and can increase track into track, increase the quantity of left turning vehicle.
Both sides, road cross place outwards increase track, facilitate right-hand rotation vehicle to turn right, and are direct lane slot milling.
Bridge is established at crossing, bridge can be arc bridge or the level bridge of Moveable assembled, arc bridge can be overpass bridge, level bridge can be viaduct, bridge connection two is travel in opposite directions, it in bridge, is direct lane (have ready conditions left turn lane can be set), turn left out track and turning left into the position in track of the position correspondence of bridge, bridge supports by crane span structure, crane span structure comprises upper beam and underbeam, upper beam and underbeam are multi-section-line structure, the Nodes of upper beam and the Nodes of underbeam are connected to form triangle rock-steady structure by diagonal member, crane span structure is split-type structural, gantry middle portion is established support column, bridge is divided into support column, support column is divided into motorway district successively from centre to both sides, lower access bridge upper zone and lower access bridge lower region, nonmotorized vehicle lane is established in lower access bridge upper zone.
Bridge track at least comprises two tracks.
The beneficial effect that the present invention compared with prior art had is:
The crossing that multi-directionally of the present invention turns left simultaneously and traffic method thereof, on the yellow line of traffic lights, establish conversion fork, on the lines right side first lane at place, conversion fork, establish stop line and traffic lights, lines between conversion fork and traffic lights are moved to the left a track, lines right side first lane is for turning left into track herein, second lane is the track of turning left out, turn left to establish into exit, track and forbid the sign of keeping straight on, conversion fork place establishes that no parking sign turns left out track allows line flag, realized Four-Lane Road turns left simultaneously, greatly shortened the stand-by period of vehicle at place, crossing, alleviated traffic pressure, crane span structure is split-type structural, installation for convenience detach, the Nodes of upper beam and the Nodes of underbeam are connected to form triangle rock-steady structure by diagonal member simultaneously, structure is more stable, improved 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 diagrames;
Fig. 3 is the structural representation of bridge embodiment illustrated in fig. 2.
In figure: 1, road; 2, turn left into track; 3, conversion fork; 4, lines; 5, stop line; 6, traffic lights; 7, the track of turning left out; 8, upper beam; 9, underbeam; 10, diagonal member; 11, support column; 12, motorway district; 13, lower access bridge upper zone; 14, lower access bridge lower region.
The specific embodiment
Below in conjunction with accompanying drawing, embodiments of the invention are described further:
As shown in Figure 1, the crossing that multi-directionally of the present invention turns left simultaneously, comprise the crossroad that two road 1 intersect to form, every road 1 place, crossing establishes stop line 5 and traffic lights 6, every diatom 4 is divided at road 1 middle part, it is characterized in that: on the yellow line of traffic lights 6, establish conversion fork 3, on the lines 4 right side first lanes at conversion 3 places, fork, establish stop line 5 and traffic lights 6, lines 4 between conversion fork 3 and traffic lights 6 are moved to the left a track, lines 4 right side first lanes are for turning left into track 2 herein, conversion 3 places, fork establish that no parking, and sign turns left into track 2 allows line flag, second lane is the track 7 of turning left out, 2 exits of turning left into track are established and are forbidden the sign of keeping straight on.
A traffic method of applying the crossing that above-mentioned multi-directionally turns left simultaneously, the steps include:
Crossroad place traffic lights 6 green lights, indication through vehicles is current, conversion fork 3 place's traffic lights 6 green lights, the lane change of indication left turning vehicle sails into track 2 into;
Conversion fork 3 place's traffic lights 6 when reds, lines 4 right-hand lane vehicles stop at stop line 5 places, make to convert fork 3 and reserve passage space, enter into track 2 during green light;
Place, crossroad traffic lights 6 when reds, through vehicles stops at place, crossing stop line 5, the left-hand rotation that 2 vehicles that turn left into track turn left to sail into road 1 to be turned left goes out track 7, changing the track of fork place's lane change to lines 4 left sides, normally travel, at conversion 3 places, fork, as the vehicle in the track 7 of temporarily not turning left out passes through, lines 4 right-hand lane vehicles can turn left in lane change to the track of turning left out to enter.
Place, crossroad traffic lights 6 green lights, repeat said process.
Embodiment 2
As shown in Figures 2 and 3, bridge is established at the crossing of simultaneously turning left at the multi-directionally described in embodiment 1, bridge can be arc bridge or the level bridge of Moveable assembled, arc bridge can be overpass bridge, level bridge can be viaduct, bridge connection two is travel 1 in opposite directions, it in bridge, is direct lane (have ready conditions left turn lane can be set), the position correspondence of bridge turn left out track 7 and 2 the position of turning left into track, bridge supports by crane span structure, crane span structure comprises upper beam 8 and underbeam 9, upper beam 8 and underbeam 9 are multi-section-line structure, the Nodes of the Nodes of upper beam 8 and underbeam 9 is connected to form triangle rock-steady structure by diagonal member 10, crane span structure is split-type structural, gantry middle portion is established support column 11, bridge is divided into support column 11, support column 11 is divided into motorway district 12 successively from centre to both sides, lower access bridge upper zone 13 and lower access bridge lower region 14, nonmotorized vehicle lane is established in lower access bridge upper zone 13, bridge track at least comprises two tracks.
Claims (3)
1. the crossing that multi-directionally turns left simultaneously, comprise the crossroad that two road (1) intersect to form, place, every road (1) crossing establishes stop line (5) and traffic lights (6), diatom (4) is divided at every road (1) middle part, it is characterized in that: on the yellow line of traffic lights (6), establish conversion fork (3), on lines (4) the right side first lane that conversion fork (3) is located, establish stop line (5) and traffic lights (6), lines (4) between conversion fork (3) and traffic lights (6) are moved to the left a track, lines (4) right side first lane is turn left into track (2) herein, conversion fork (3) is located to establish no parking sign and is turned left to allow into track line flag, second lane is the track of turning left out (7), (2) exit of turning left into track is established and is forbidden the sign of keeping straight on.
2. the traffic method at the crossing that the above-mentioned multi-directionally of application turns left simultaneously, is characterized in that comprising the steps:
Place, crossroad traffic lights (6) green light, indication through vehicles is current, and traffic lights (6) green light is located at conversion fork (3), and the lane change of indication left turning vehicle sails into track (2) into;
Traffic lights (6) when red is located at conversion fork (3), and lines (4) right-hand lane vehicle is located to stop at stop line (5), makes to convert fork (3) and reserves passage space, enters into track (2) during green light;
Place, crossroad traffic lights (6) when red, through vehicles is located stop line (5) and is stopped at crossing, the left-hand rotation that into track (2) vehicle of turning left turns left to sail into road to be turned left (1) goes out track (7), changing the track of fork place's lane change to lines (4) left side, normally travel, at conversion fork (3), locate to pass through as the vehicle of the track of temporarily not turning left out (7), lines (4) right-hand lane vehicle can turn left in lane change to the track of turning left out to enter;
Place, crossroad traffic lights (6) green light, repeats said process.
3. the crossing of simultaneously turning left according to multi-directionally claim (1) Suo Shu, it is characterized in that: bridge is established at the crossing that multi-directionally turns left simultaneously, bridge connection two is travel (1) in opposite directions, it in bridge, is direct lane, turn left out the position of track (7) and turn left into track (2) of the position correspondence of bridge, bridge supports by crane span structure, crane span structure comprises upper beam (8) and underbeam (9), upper beam (8) and underbeam (9) are multi-section-line structure, the Nodes of the Nodes of upper beam (8) and underbeam (9) is connected to form triangle rock-steady structure by diagonal member (10), crane span structure is split-type structural, gantry middle portion is established support column (11), bridge is divided into support column (11), support column (11) is divided into motorway district (12) successively from centre to both sides, lower access bridge upper zone (13) and lower access bridge lower region (14), nonmotorized vehicle lane is established in lower access bridge upper zone (13), bridge track at least comprises two tracks.
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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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| 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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| CN104195907B CN104195907B (en) | 2016-09-14 |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106192639A (en) * | 2016-08-16 | 2016-12-07 | 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 |
| CN109461314A (en) * | 2018-12-23 | 2019-03-12 | 合肥工业大学 | A kind of city intelligent lane changing method and smartway transformation 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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Cited By (11)
| 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 |
| CN106192639A (en) * | 2016-08-16 | 2016-12-07 | 叶营防 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
| 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 |
| CN109461314A (en) * | 2018-12-23 | 2019-03-12 | 合肥工业大学 | A kind of city intelligent lane changing method and smartway transformation system |
| 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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