CN106192639A - A kind of right-angled intersection turns left to shift to an earlier date reverse passing method - Google Patents
A kind of right-angled intersection turns left to shift to an earlier date reverse passing method Download PDFInfo
- Publication number
- CN106192639A CN106192639A CN201610667820.5A CN201610667820A CN106192639A CN 106192639 A CN106192639 A CN 106192639A CN 201610667820 A CN201610667820 A CN 201610667820A CN 106192639 A CN106192639 A CN 106192639A
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- Prior art keywords
- crossing
- road
- angled intersection
- craspedodrome
- reverse
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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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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Signs Or Road Markings (AREA)
- Road Paving Structures (AREA)
Abstract
A kind of right-angled intersection turns left to shift to an earlier date reverse passing method, including right-angled intersection and right of way signal lamp, the Mei Tiao road of right-angled intersection is drawn and is provided with the craspedodrome road that moves ahead, left-turning pathways and reversely keeping straight on, and draw be provided with stop line, it is characterized in that: the removing stopping-line certain distance S that the stop line in the left-turning pathways of each crossing moves ahead on craspedodrome road relatively draws and sets, and draw in the outside in the reverse craspedodrome road at each crossing and to set one section of inverse guiding walkway and connect with the reverse craspedodrome road on its crossing, left side, in the reverse craspedodrome road at each crossing, also draw oblique walkway connect turn left accordingly bend and inverse guiding walkway；Run by two longitudinal crossings when right-angled intersection passes through simultaneously, two horizontal crossings are run simultaneously, and crisscross operation, when horizontal craspedodrome greensignal light distance terminates 5 seconds, longitudinal left-hand bend greensignal light is bright, improves the traffic efficiency of right-angled intersection.
Description
Technical field
The present invention relates to technical field of transportation, be that a kind of right-angled intersection turns left to shift to an earlier date reverse passing method.
Background technology
At present, the passing method of right-angled intersection mainly has two ways: one is that four crossings are current and same in turn
Craspedodrome and left-hand bend on one crossing are passed through simultaneously；Another way is the same luck in crossing that two longitudinal directions (or horizontal) are relative
OK, it is to be passed through by through vehicles again to the left-hand bend vehicle on crossing is first current by two during operation.Two kinds of current modes are respectively arranged with
Advantage, but it is long all to there is the vehicle waiting time, and in the cycle, effective transit time is too short, the problem that traffic efficiency is relatively low.
Summary of the invention
Present invention aim to solve the inefficient problem of vehicle pass-through in the existing right-angled intersection cycle, it is provided that
A kind of right-angled intersection turns left to shift to an earlier date reverse passing method.
The concrete scheme of the present invention is: a kind of right-angled intersection turns left to shift to an earlier date reverse passing method, including decussation
Crossing and right of way signal lamp, on the Mei Tiao road of right-angled intersection, the right is drawn and is provided with at least one and moves ahead craspedodrome road and at least
Bar left-turning pathways, the left side draws and is provided with at least two reverse craspedodrome roads, draw on the right and be provided with stop line at the crossing in Mei Tiao road, and it is special
Levy and be: the removing stopping-line certain distance S that the stop line in the left-turning pathways of each crossing moves ahead on craspedodrome road relatively draws and sets, and
Draw in the outside in the reverse craspedodrome road at each crossing and set one section of inverse guiding walkway and reversely keeping straight on its crossing, left side
Connection, is additionally provided with in the reverse craspedodrome road at each crossing and draws oblique walkway and connect turn left accordingly bend and inverse guiding and lead to
Trade；Passing through by two longitudinal crossings when right-angled intersection passes through, two horizontal crossings are transported current simultaneously simultaneously, and in length and breadth
Staggered current, mode of passing through in length and breadth is identical, when horizontal craspedodrome greensignal light distance terminates 5 seconds, and green of longitudinally turning left
Signal lights is bright, and i.e. longitudinal left-hand bend vehicle starts diagonally walkway and inverse guiding walkway and turns left in advance, longitudinally keeps straight on
After greensignal light lights 5 seconds, longitudinally turning left, it is current to terminate, it is to avoid meeting with the other side's automobile of keeping straight on, longitudinal crossing is run
After end, horizontal crossing is run in the same manner；The removing stopping-line distance S=8 second in wherein said left-turning pathwaysV, V
For crossing speed limit degree.
In the present invention, regulation is longitudinally kept straight on and is started and horizontal t interval time between terminating that keeps straight on, it is achieved longitudinally turn left
The regulation of time, longitudinally turns left second time T=t+10；The most laterally the left-hand bend time is adjustable.
In the present invention, vertical or horizontal left-hand bend time T is the 15-30 second.
Heretofore described crossing speed limit degree is 30-40 kilometer/hour, then removing stopping-line distance S=in left-turning pathways
66.7-88.9 rice.
Operation method of the present invention is simple, it is easy to promoting, operational efficiency is higher, four crossings current cycle time once with
Tradition is passed through to compare and can be shortened 20 seconds cycle time.The vehicle waiting time that can make each crossing shortens, and can increase again unit
Current vehicle in time, reduces blocking up of road, it is provided that traffic efficiency.
Accompanying drawing explanation
Fig. 1 is the current labelling schematic diagram using the inventive method crossroad.
In figure: 1-moves ahead craspedodrome road；2-left-turning pathways；3-train running in reverse direction road；The oblique walkway of 4-；5-inverse guiding passes through
Road；6-moves ahead the stop line in craspedodrome road, the stop line in 7-left-turning pathways.
Detailed description of the invention
Seeing Fig. 1, the operation method of the right-angled intersection of the present invention is to include right-angled intersection and right of way signal lamp,
On the Mei Tiao road of right-angled intersection, the right is drawn and is provided with two move ahead craspedodrome road 1 and left-turning pathways 2, and the left side is drawn and is provided with two
Bar reversely craspedodrome road 3, draws at the crossing in Mei Tiao road on the right and is provided with stop line, it is characterized in that: in the left-turning pathways of each crossing
The stop line 7 stop line 6 slow astern set a distance S on craspedodrome road that relatively moves ahead draw and set, and in the reverse craspedodrome road 3 at each crossing
Outside draw and set one section of inverse guiding walkway 5 and connect with the reverse craspedodrome road on its crossing, left side, reverse at each crossing
Craspedodrome road is also drawn and is provided with oblique walkway 4 and connects turn left accordingly bend 2 and inverse guiding walkway 5；Right-angled intersection
Pass through by two longitudinal crossings time current, pass through in two horizontal crossings simultaneously simultaneously, and crisscross current, in length and breadth current side
Formula is identical, and when horizontal craspedodrome greensignal light distance terminates 5 seconds, longitudinal left-hand bend greensignal light is bright, i.e. longitudinally turns left
Curved vehicle starts diagonally walkway 4 and inverse guiding walkway 5 and turns left in advance, and longitudinal craspedodrome greensignal light lights 5 seconds
Zhong Hou, longitudinally turning left, it is current to terminate, it is to avoid meet with the other side's automobile of keeping straight on, after the end of run of longitudinal crossing, horizontal crossing with
Same way is run.Stop line 7 backway S=8 second in wherein said left-turning pathways × V, V is crossing speed limit degree.
In the present invention, regulation is longitudinally kept straight on and is started and horizontal t interval time between terminating that keeps straight on, it is achieved longitudinally turn left
The regulation of time, longitudinally turns left second time T=t+10.
In the present invention, vertical or horizontal left-hand bend time T is the 15-30 second.
Heretofore described crossing speed limit degree is 30-40 kilometer/hour, then removing stopping-line distance S=in left-turning pathways
66.7-88.9 rice, concrete S=66.7 rice.
Claims (4)
1. right-angled intersection turns left to shift to an earlier date a reverse passing method, including right-angled intersection and right of way signal lamp, ten
On the Mei Tiao road of word intersection, the right is drawn and is provided with at least one and moves ahead craspedodrome road and at least one left-turning pathways, and the left side is drawn and is provided with
Article at least two, reverse craspedodrome road, draws at the crossing in Mei Tiao road on the right and is provided with stop line, it is characterized in that: turn left at each crossing
Stop line on the road removing stopping-line certain distance S on craspedodrome road that relatively moves ahead draws and sets, and in the reverse craspedodrome at each crossing
The outside in road is drawn and is set one section of inverse guiding walkway and connect with the reverse craspedodrome road on its crossing, left side, reverse at each crossing
Craspedodrome road is additionally provided with stroke oblique walkway and connects turn left accordingly bend and inverse guiding walkway；Right-angled intersection passes through
Time pass through by two longitudinal crossings simultaneously, two horizontal crossings are transported current simultaneously, and crisscross current, mode of passing through in length and breadth
Identical, when horizontal craspedodrome greensignal light distance terminates 5 seconds, longitudinal left-hand bend greensignal light is bright, i.e. longitudinally turns left
Vehicle starts diagonally walkway and inverse guiding walkway and turns left in advance, after longitudinal craspedodrome greensignal light lights 5 seconds,
Longitudinally turning left, it is current to terminate, it is to avoid meeting with the other side's automobile of keeping straight on, after the end of run of longitudinal crossing, horizontal crossing is with phase Tongfang
Formula is run；Removing stopping-line distance S=8 second in wherein said left-turning pathways × V, V is crossing speed limit degree.
A kind of right-angled intersection the most according to claim 1 turns left to shift to an earlier date reverse passing method, it is characterized in that: regulation is vertical
Start to keeping straight on and laterally keep straight on t interval time between terminating, it is achieved the regulation of time of longitudinally turning left, when longitudinally turning left
Between the T=t+10 second.
A kind of right-angled intersection the most according to claim 1 turns left to shift to an earlier date reverse passing method, it is characterized in that: longitudinally
Or the time T that laterally turns left is the 15-30 second.
A kind of right-angled intersection the most according to claim 1 turns left to shift to an earlier date reverse passing method, it is characterized in that: described road
Mouth speed limit degree is 30-40 kilometer/hour, then the removing stopping-line distance S=66.7-88.9 rice in left-turning pathways.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610667820.5A CN106192639B (en) | 2016-08-16 | 2016-08-16 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610667820.5A CN106192639B (en) | 2016-08-16 | 2016-08-16 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
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| Publication Number | Publication Date |
|---|---|
| CN106192639A true CN106192639A (en) | 2016-12-07 |
| CN106192639B CN106192639B (en) | 2019-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610667820.5A Expired - Fee Related CN106192639B (en) | 2016-08-16 | 2016-08-16 | A kind of right-angled intersection turns left to shift to an earlier date reverse passing method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108221524A (en) * | 2018-01-26 | 2018-06-29 | 夏季芳 | A kind of crossroads lane setting and passing method |
| CN108708238A (en) * | 2018-04-23 | 2018-10-26 | 上海理工大学 | Intersection construction time traffic optimization design method |
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|---|---|---|---|---|
| JP2000054303A (en) * | 1996-09-17 | 2000-02-22 | Kengen Chin | Building and passing method for solving traffic jam caused by concentrated vehicles in crossing |
| DE10138017A1 (en) * | 2001-08-02 | 2003-02-20 | Hans Horn | Road traffic layout, at a road junction, uses painted traffic islands where vehicles can cross on to an island when one lane is clear and wait until the other lane is clear before proceeding |
| CN1730820A (en) * | 2005-08-23 | 2006-02-08 | 邹世才 | Non-collision left turn method for automobile and bicycle at crossing of urban arterial road |
| CN101256716A (en) * | 2008-04-11 | 2008-09-03 | 张南 | Road grade crossing non-conflict traffic mode arrangement and control method |
| 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 |
| CN103382695A (en) * | 2012-05-03 | 2013-11-06 | 上海济安交通工程咨询有限公司 | Variable-expansion intersection lane |
| CN104195907A (en) * | 2014-09-28 | 2014-12-10 | 丁乃祥 | Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method |
| CN104504915A (en) * | 2014-11-18 | 2015-04-08 | 江苏大学 | Reversible short lane signal control method based on intersection vehicle in-turn release |
-
2016
- 2016-08-16 CN CN201610667820.5A patent/CN106192639B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000054303A (en) * | 1996-09-17 | 2000-02-22 | Kengen Chin | Building and passing method for solving traffic jam caused by concentrated vehicles in crossing |
| DE10138017A1 (en) * | 2001-08-02 | 2003-02-20 | Hans Horn | Road traffic layout, at a road junction, uses painted traffic islands where vehicles can cross on to an island when one lane is clear and wait until the other lane is clear before proceeding |
| CN1730820A (en) * | 2005-08-23 | 2006-02-08 | 邹世才 | Non-collision left turn method for automobile and bicycle at crossing of urban arterial road |
| CN101256716A (en) * | 2008-04-11 | 2008-09-03 | 张南 | Road grade crossing non-conflict traffic mode arrangement and control method |
| 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 |
| CN103382695A (en) * | 2012-05-03 | 2013-11-06 | 上海济安交通工程咨询有限公司 | Variable-expansion intersection lane |
| CN104195907A (en) * | 2014-09-28 | 2014-12-10 | 丁乃祥 | Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method |
| CN104504915A (en) * | 2014-11-18 | 2015-04-08 | 江苏大学 | Reversible short lane signal control method based on intersection vehicle in-turn release |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108221524A (en) * | 2018-01-26 | 2018-06-29 | 夏季芳 | A kind of crossroads lane setting and passing method |
| CN108708238A (en) * | 2018-04-23 | 2018-10-26 | 上海理工大学 | Intersection construction time traffic optimization design method |
| CN108708238B (en) * | 2018-04-23 | 2020-08-11 | 上海理工大学 | Traffic optimization design method for road intersection in construction period |
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| CN106192639B (en) | 2019-01-11 |
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Granted publication date: 20190111 Termination date: 20210816 |