CN106192639B - 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
- CN106192639B CN106192639B CN201610667820.5A CN201610667820A CN106192639B CN 106192639 B CN106192639 B CN 106192639B CN 201610667820 A CN201610667820 A CN 201610667820A CN 106192639 B CN106192639 B CN 106192639B
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- Prior art keywords
- crossing
- angled intersection
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- longitudinal
- walkway
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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, delineating on every road of right-angled intersection has forward straight way, left-turning pathways and reversed straight way, and delineating has stop line, it is characterized in that: being delineated in the removing stopping-line certain distance S that the stop line in each crossing left-turning pathways moves ahead in straight way relatively, and one section of inverse guiding walkway is delineated in the outside of the reversed straight way at each crossing and is connected to the reversed straight way on its left side crossing, oblique walkway connection corresponding turn left bend and inverse guiding walkway have also been drawn in the reversed straight way at each crossing；It is run simultaneously when right-angled intersection is current by two longitudinal crossings, two lateral crossings are run simultaneously, and are run in a crisscross manner, when laterally straight trip 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
It is that a kind of right-angled intersection turns left to shift to an earlier date reverse passing method the present invention relates to technical field of transportation.
Background technique
Currently, there are mainly two types of modes for the passing method of right-angled intersection: it is current and same in turn that one is four crossings
Straight and turning left on one crossing is curved current simultaneously；Another way is the opposite same luck in crossing in two longitudinal directions (or lateral)
Row, when operation are that the left vehicle turning on crossing, first passage is passed through by through vehicles again by two.Two kinds of current modes respectively have
Advantage, but all have that the vehicle waiting time is too long, and effective transit time is too short in the period, the lower problem of traffic efficiency.
Summary of the invention
Present invention aim to solve the problems, such as vehicle pass-through low efficiency in the existing right-angled intersection period, provide
A kind of right-angled intersection turns left to shift to an earlier date reverse passing method.
Concrete scheme of the invention is: a kind of right-angled intersection left-hand rotation reverse passing method, including right-angled intersection in advance
Crossing and right of way signal lamp, the right, which delineates, on every road of right-angled intersection at least one forward straight way and at least one
Left-turning pathways, the left side, which delineates, at least two reversed straight ways, and delineate at the crossing in every road has stop line on the right, special
Sign is: it is delineated in the removing stopping-line certain distance S that the stop line in each crossing left-turning pathways moves ahead in straight way relatively, and
The reversed straight way on one section of inverse guiding walkway and its left side crossing is delineated in the outside of the reversed straight way at each crossing
Connection, be additionally provided in the reversed straight way at each crossing draw the connection of an oblique walkway turn left accordingly bend and inverse guiding it is logical
Trade；Current simultaneously by two longitudinal crossings when right-angled intersection is current, passage is transported simultaneously in two lateral crossings, and in length and breadth
Staggeredly to pass through, mode of passing through in length and breadth is identical, when transverse direction straight trip greensignal light distance terminates 5 seconds, longitudinal left-hand bend green
Signal lamp is bright, i.e., longitudinal left vehicle turning starts diagonally walkway and inverse guiding walkway and turns left in advance, longitudinal to keep straight on
It is longitudinal to turn left to terminate to pass through after greensignal light lights 5 seconds, it avoids meeting with other side's straight trip automobile, longitudinal crossing operation
After, lateral crossing is run in the same manner；Wherein removing stopping-line distance S=8 second in the left-turning pathwaysV, V-
For crossing speed limit degree.
The interval time t between longitudinal direction straight trip beginning and laterally straight trip termination is adjusted in the present invention, realizes that longitudinal direction is turned left
The adjusting of time, longitudinal left-hand bend time T=t+10 seconds；Similarly laterally the left-hand bend time is adjustable.
Vertical or horizontal left-hand bend time T is 15-30 seconds in the present invention.
Heretofore described crossing speed limit degree be 30-40 kilometers/hour, then the removing stopping-line distance S in left-turning pathways=
66.7-88.9 meters.
Operation method of the present invention is simple, easy to spread, and operational efficiency is higher, four crossings current primary cycle time with
Tradition current cycle time, which compares, can shorten 20 seconds.It can make the shortening of vehicle waiting time and unit at each crossing
Passing vehicle in time reduces the congestion of road, provides traffic efficiency.
Detailed description of the invention
Fig. 1 is the current label schematic diagram using the method for the present invention crossroad.
In figure: 1- moves ahead straight way；2- left-turning pathways；3- train running in reverse direction road；The oblique walkway 4-；5- inverse guiding is current
Road；6- moves ahead the stop line of straight way, the stop line in 7- left-turning pathways.
Specific embodiment
Referring to Fig. 1, right-angled intersection of the invention turn left to shift to an earlier date reverse passing method be include right-angled intersection with
Right of way signal lamp, the right, which delineates, on every road of right-angled intersection two forward straight ways 1 and a left-turning pathways 2,
The left side, which delineates, two reversed straight ways 3, and delineate at the crossing in every road has stop line on the right, it is characterized in that: on each road
The stop line 6 that stop line 7 in mouth left-turning pathways moves ahead in straight way relatively retreats certain distance S and delineates, and at each crossing
Reversed straight way 3 outside delineate one section of inverse guiding walkway 5 be connected to the reversed straight way on its left side crossing, every
Also delineating in the reversed straight way at a crossing has oblique walkway 4 to connect turn left accordingly bend 2 and inverse guiding walkway 5；
Current simultaneously by two longitudinal crossings when right-angled intersection is current, two lateral crossings are current simultaneously, and lead in a crisscross manner
Row, mode of passing through in length and breadth is identical, when laterally straight trip greensignal light distance terminates 5 seconds, longitudinal left-hand bend greensignal light
Bright, i.e., longitudinal left vehicle turning starts diagonally walkway 4 and inverse guiding walkway 5 is turned left in advance, longitudinal straight trip green
It is longitudinal to turn left to terminate to pass through after signal lamp lights 5 seconds, it avoids meeting with other side's straight trip automobile, longitudinal crossing end of run
Afterwards, lateral crossing is run in the same manner.Wherein 7 backway S=8 second of stop line × V in the left-turning pathways, V-are road
Mouth speed limit degree.
The interval time t between longitudinal direction straight trip beginning and laterally straight trip termination is adjusted in the present invention, realizes that longitudinal direction is turned left
The adjusting of time, longitudinal left-hand bend time T=t+10 seconds.
Vertical or horizontal left-hand bend time T is 15-30 seconds in the present invention.
Heretofore described crossing speed limit degree be 30-40 kilometers/hour, then the removing stopping-line distance S in left-turning pathways=
66.7-88.9 rice, specific S=66.7 meter.
Claims (4)
1. 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, ten
The right, which delineates, on every road of word intersection at least one forward straight way and at least one left-turning pathways, and the left side, which delineates, to be had
At least two reversed straight ways, delineate at the crossing in every road has stop line on the right, it is characterized in that: turning left at each crossing
The removing stopping-line certain distance S that stop line on road moves ahead in straight way relatively is delineated, and the reversed straight trip at each crossing
The outside in road delineates one section of inverse guiding walkway and is connected to the reversed straight way on its left side crossing, in the reversed of each crossing
Also delineating in straight way has oblique walkway connection corresponding turn left bend and inverse guiding walkway；Right-angled intersection is current
When it is current simultaneously by two longitudinal crossings, passage is transported simultaneously in two lateral crossings, and passes through in a crisscross manner, in length and breadth current mode
Identical, when laterally straight trip greensignal light distance terminates 5 seconds, longitudinal left-hand bend greensignal light is bright, i.e., longitudinal direction is turned left
Vehicle starts diagonally walkway and inverse guiding walkway and turns left in advance, after longitudinal greensignal light of keeping straight on lights 5 seconds,
It is longitudinal to turn left to terminate to pass through, it avoids meeting with other side's straight trip automobile, after longitudinal crossing end of run, lateral crossing is with phase Tongfang
Formula operation；Wherein removing stopping-line distance S=8 second × V in the left-turning pathways, V-are crossing speed limit degree.
2. a kind of right-angled intersection according to claim 1 turns left to shift to an earlier date reverse passing method, it is characterized in that: adjusting vertical
To straight trip beginning and the lateral interval time t between terminating that keeps straight on, the adjusting of longitudinal direction left-hand bend time is realized, when longitudinal direction is turned left
Between T=t+10 seconds.
3. a kind of right-angled intersection according to claim 1 turns left to shift to an earlier date reverse passing method, it is characterized in that: longitudinal
Or the time T that laterally turns left is 15-30 seconds.
4. a kind of right-angled intersection according to claim 1 turns left to shift to an earlier date reverse passing method, it is characterized in that: the road
Mouth speed limit degree is 30-40 kilometers/hour, then S=66.7-88.9 meters of the removing stopping-line distance 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106192639A CN106192639A (en) | 2016-12-07 |
| CN106192639B true CN106192639B (en) | 2019-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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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Families Citing this family (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 |
| CN108708238B (en) * | 2018-04-23 | 2020-08-11 | 上海理工大学 | Traffic optimization design method for road intersection in construction period |
Citations (8)
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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 |
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| CN106192639A (en) | 2016-12-07 |
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