CN102653939A - Reflector setting method for improving traffic safety at curve section of expressway - Google Patents

Reflector setting method for improving traffic safety at curve section of expressway Download PDF

Info

Publication number
CN102653939A
CN102653939A CN2012101575581A CN201210157558A CN102653939A CN 102653939 A CN102653939 A CN 102653939A CN 2012101575581 A CN2012101575581 A CN 2012101575581A CN 201210157558 A CN201210157558 A CN 201210157558A CN 102653939 A CN102653939 A CN 102653939A
Authority
CN
China
Prior art keywords
reflector lamp
bend
unit
frequency
highway section
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.)
Granted
Application number
CN2012101575581A
Other languages
Chinese (zh)
Other versions
CN102653939B (en
Inventor
朱顺应
刘兵
王红
张子培
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhan University of Technology WUT
Original Assignee
Wuhan University of Technology WUT
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wuhan University of Technology WUT filed Critical Wuhan University of Technology WUT
Priority to CN201210157558.1A priority Critical patent/CN102653939B/en
Publication of CN102653939A publication Critical patent/CN102653939A/en
Application granted granted Critical
Publication of CN102653939B publication Critical patent/CN102653939B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention provides a reflector setting method for improving the traffic safety at a curve section of an expressway. In the method, reflectors with different edge ratios are arranged on the two sides of the curve entering the curve section of the expressway based on the visual perception edge ratio of a driver, thus the driver has different speed perceptions on the two sides of the curve, the speed perception on the outer side of the curve is greater than the speed perception on the inner side of the curve for sure, the driver drives a vehicle to the inner side subjectively in the driving process at the curve section, the centrifugal force in the turning process is offset, and the running track is kept at the center of the lane; and moreover, the speed perceptions of the driver on the two sides of the curve section of the expressway can be changed so as to actively control the running track of the vehicle, and the lane keeping effect of the curve section of the expressway is improved.

Description

Be used to improve the reflector lamp method to set up of speedway bend highway section traffic safety
Technical field
The invention belongs to the traffic safety technology field, be specifically related to a kind of novel trans light modulation method to set up that is used to control speedway bend highway section vehicle driving trace of setting about from driver's visual perception characteristic.
Background technology
Bend is the main highway section that road traffic accident takes place.From the quantity of accident, 2007, totally 128034 of the traffic accident of China on bend reached 42.18% of total accident number.From accident intensity, the dead intensity of the average annual bend of 1997-2006 China continues to be in 30 people/hundreds' time a high position, and injured intensity then time rises to 168 people/hundred time from 82 people/hundred, and bend road section traffic volume severity of injuries is constantly aggravated.Traffic safety level in bend place has the trend of the deterioration quickened.
From the form of accident, one of main reason of road traffic accident during the improper track of deviation, according to the statistical analysis of road traffic accident, it is relevant that worldwide nearly 44% motor-vehicle accident and vehicle depart from normal lanes.In the statistics of traffic accidents database of Volvo Aktiebolaget, have 33% accident to result from run-off-road approximately, during serious personal injury's accident of about 40% because run-off-road causes.2007; The side collision that China takes place because of the motor vehicle run-off-road; Totally 138034 of subtend and scraping accidents in the same way; Account for 42.18% of total number of accident, its death toll that causes reaches 24063 people, and direct economic loss reaches 3.41 hundred million (do not take into account collision pedestrian, the collision trackside safeguard procedures that cause because of automotive run-off-road as yet and go out the relevant accident that embankment causes).This explanation takes rational measure to make vehicle keep normal lanes, will well improve the traffic safety level.
When being analyzed, the reason of road traffic accident finds that the people is the main cause that causes road traffic accident.Show that according to related data about 90% traffic accident is caused by driver and pedestrian.According to relevant the reporting the result of the U.S., 90% traffic accident is that people's mistake causes; According to China the ASSOCIATE STATISTICS of traffic accident is found that 80% above traffic accident reason is relevant with the driver.And in human factor, the perception mistake accounts for 48.1%, and misjudgment accounts for 36.0%, and the reaction mistake accounts for 7.9%.According to the interrelated data introduction, obtain in the information the driver, more than 80% visual information.Therefore; Visual information from the driver; The research driver turns to the influence factor of behavior at the bend place; Analyze visual signature, the vehicle operating characteristic of driver, explore and propose the scientific and reasonable method that turning around a curve is induced that helps based on driver's visual information at bend, significant to the traffic safety level that improves the bend place.
Summary of the invention
The technical problem that the present invention will solve is: is provided for improving the reflector lamp method to set up of speedway bend highway section traffic safety, can changes the speed perception of driver both sides, speedway bend highway section, thus ACTIVE CONTROL vehicle driving track.
The present invention solves the problems of the technologies described above the technical scheme of being taked to be: be used to improve the reflector lamp method to set up of speedway bend highway section traffic safety, it is characterized in that: it may further comprise the steps:
1) speedway right-hand bend highway section bend left side and right side are provided with reflector lamp respectively, and the frequency of the left side reflector lamp of turning right adopts the design of gradual change edge rate, and the frequency of right-hand bend right side reflector lamp adopts the design of built-in edge rate;
2) speedway left-hand bend highway section bend left side and right side are provided with reflector lamp respectively, and the frequency of left-hand bend right side reflector lamp adopts the design of gradual change edge rate, and the frequency of the left side reflector lamp that turns left adopts the design of built-in edge rate;
Described gradual change edge rate design is: begin to point of tangent to spiral 6 unit to be set from 300m before the point of tangent to spiral in bend highway section; Every 50m is that a unit is respectively Unit first to the 6th; The frequency of the reflector lamp in the first module is 6Hz, and the frequency of reflector lamp is 7Hz in Unit second ... The frequency of the reflector lamp in Unit the 5th is 10Hz, and the frequency of the reflector lamp in Unit the 6th is 11Hz; To point of curve to spiral, the frequency of reflector lamp is made as 12Hz from the point of tangent to spiral in bend highway section;
The spacing of reflector lamp is 4.65m in the first module; The spacing of reflector lamp is 4.00m in Unit second; The spacing of reflector lamp is 3.50m in Unit the 3rd, and the spacing of reflector lamp is 3.10m in Unit the 4th, and the spacing of reflector lamp is 2.80m in Unit the 5th; The spacing of reflector lamp is 2.55m in Unit the 6th, is 2.30m from the spacing of the reflector lamp of point of tangent to spiral to the point of curve to spiral in bend highway section;
Described built-in edge rate design is: 300m is to point of curve to spiral before the point of tangent to spiral in bend highway section, and the frequency of reflector lamp all is made as 6Hz, and the spacing between the reflector lamp is 4.65m.
Press such scheme, the top of reflector lamp abuts against the bottom of speedway corrugated beam barrier M type beam, presses the vertical direction setting.
Press such scheme, the reflectorized material of reflector lamp is selected the micro-prism type reflective membrane for use, and the color of reflector lamp is made as yellow.
Press such scheme, reflector lamp adopts rectangular patterns, and vertical extension is 22.5cm, and lateral length is 10cm, guarantees vertical and grid scale is 9:4.
Beneficial effect of the present invention is:
1, through setting up reflector lamp; And the arranging of reflector lamp, edge rate are made suitable setting; Can change the speed perception of driver to both sides, speedway bend highway section, thus ACTIVE CONTROL vehicle driving track, and the track of improving speedway bend highway section keeps effect.
2, reflector lamp is provided with simply, and the raw material economics cost is low, the influential material of environment is not produced.
Description of drawings
Fig. 1 sets up reflector lamp for the corresponding speedway bend of different frequency value highway section guardrail and lays the mode sketch map.
The specific embodiment
Operating principle of the present invention is: based on the reflector lamp of driver's visual perception edge rate (being meant the edge rate that changes driver's visual perception through the pavement strip of manual change's express highway pavement) at the different edge rates of laying of the bend both sides that get into speedway bend highway section; Make the driver inconsistent to bend both sides speed perception; Assurance is for the speed perception of the speed perception outside the bend greater than curve inner side; The driver is subjective in the process of bend highway section driving to trend towards being partial to inboard driving thereby make; And then the centrifugal action in the counteracting turning process; Reach the effect that keeps wheelpath central in the track, promptly the distance of the outer lateral extent track of vehicle off-front wheel cut-off rule remains in the national standard scope (20-80cm), improves the traffic safety in speedway bend highway section.
Below with specific embodiment, and with reference to detailed description of the drawings the present invention.
Be used to improve the reflector lamp method to set up of speedway bend highway section traffic safety, may further comprise the steps:
1) speedway right-hand bend highway section bend left side and right side are provided with reflector lamp respectively, and the frequency of the left side reflector lamp of turning right adopts the design of gradual change edge rate, and the frequency of right-hand bend right side reflector lamp adopts the design of built-in edge rate;
2) speedway left-hand bend highway section bend left side and right side are provided with reflector lamp respectively, and the frequency of left-hand bend right side reflector lamp adopts the design of gradual change edge rate, and the frequency of the left side reflector lamp that turns left adopts the design of built-in edge rate;
Described gradual change edge rate design is: begin to point of tangent to spiral 6 unit to be set from 300m before the point of tangent to spiral in bend highway section; Every 50m is that a unit is respectively Unit first to the 6th; The frequency of the reflector lamp in the first module is 6Hz, and the frequency of reflector lamp is 7Hz in Unit second ... The frequency of the reflector lamp in Unit the 5th is 10Hz, and the frequency of the reflector lamp in Unit the 6th is 11Hz; To point of curve to spiral, the frequency of reflector lamp is made as 12Hz from the point of tangent to spiral in bend highway section;
The spacing of reflector lamp is 4.65m in the first module; The spacing of reflector lamp is 4.00m in Unit second; The spacing of reflector lamp is 3.50m in Unit the 3rd, and the spacing of reflector lamp is 3.10m in Unit the 4th, and the spacing of reflector lamp is 2.80m in Unit the 5th; The spacing of reflector lamp is 2.55m in Unit the 6th, is 2.30m from the spacing of the reflector lamp of point of tangent to spiral to the point of curve to spiral in bend highway section;
Described built-in edge rate design is: 300m is to point of curve to spiral before the point of tangent to spiral in bend highway section, and the frequency of reflector lamp all is made as 6Hz, and the spacing between the reflector lamp is 4.65m.
Fig. 1 sets up reflector lamp for the corresponding speedway bend of different frequency value highway section guardrail and lays the mode sketch map; 3 is speedway bend highway section guardrail among the figure; 1 is speedway corrugated beam barrier column; The top of reflector lamp 2 abuts against the bottom of speedway corrugated beam barrier M type beam, presses the vertical direction setting.The reflectorized material of reflector lamp is selected the micro-prism type reflective membrane for use, and the color of reflector lamp is made as yellow.Reflector lamp adopts rectangular patterns, and vertical extension is 22.5cm, and lateral length is 10cm, guarantees vertical and grid scale is 9:4.
Through the simulated experiment of 3DS MAX scenario simulation, OGRE platform and comprehensive driving analog system, percentage and road speed slippage while index verification reflector lamp that the distance of the outer lateral extent track of employing vehicle off-front wheel cut-off rule remains in the national standard scope (20-80cm) are provided with effect.
Setting up reflector lamp and do not setting up and do lab simulation driving experiment under the reflector lamp situation respectively; Its vehicle driving track comparing result shows: after setting up reflector lamp, the percentage that the distance of the outer lateral extent track of vehicle off-front wheel cut-off rule remains in the national standard scope (20-80cm) is promoted to 98.65% by original 51.73%.

Claims (4)

1. be used to improve the reflector lamp method to set up of speedway bend highway section traffic safety, it is characterized in that: it may further comprise the steps:
1) speedway right-hand bend highway section bend left side and right side are provided with reflector lamp respectively, and the frequency of the left side reflector lamp of turning right adopts the design of gradual change edge rate, and the frequency of right-hand bend right side reflector lamp adopts the design of built-in edge rate;
2) speedway left-hand bend highway section bend left side and right side are provided with reflector lamp respectively, and the frequency of left-hand bend right side reflector lamp adopts the design of gradual change edge rate, and the frequency of the left side reflector lamp that turns left adopts the design of built-in edge rate;
Described gradual change edge rate design is: begin to point of tangent to spiral 6 unit to be set from 300m before the point of tangent to spiral in bend highway section; Every 50m is that a unit is respectively Unit first to the 6th; The frequency of the reflector lamp in the first module is 6Hz, and the frequency of reflector lamp is 7Hz in Unit second ... The frequency of the reflector lamp in Unit the 5th is 10Hz, and the frequency of the reflector lamp in Unit the 6th is 11Hz; To point of curve to spiral, the frequency of reflector lamp is made as 12Hz from the point of tangent to spiral in bend highway section;
The spacing of reflector lamp is 4.65m in the first module; The spacing of reflector lamp is 4.00m in Unit second; The spacing of reflector lamp is 3.50m in Unit the 3rd, and the spacing of reflector lamp is 3.10m in Unit the 4th, and the spacing of reflector lamp is 2.80m in Unit the 5th; The spacing of reflector lamp is 2.55m in Unit the 6th, is 2.30m from the spacing of the reflector lamp of point of tangent to spiral to the point of curve to spiral in bend highway section;
Described built-in edge rate design is: 300m is to point of curve to spiral before the point of tangent to spiral in bend highway section, and the frequency of reflector lamp all is made as 6Hz, and the spacing between the reflector lamp is 4.65m.
2. the reflector lamp method to set up that is used to improve speedway bend highway section traffic safety according to claim 1 is characterized in that: the top of reflector lamp abuts against the bottom of speedway corrugated beam barrier M type beam, presses the vertical direction setting.
3. the reflector lamp method to set up that is used to improve speedway bend highway section traffic safety according to claim 1, it is characterized in that: the reflectorized material of reflector lamp is selected the micro-prism type reflective membrane for use, and the color of reflector lamp is made as yellow.
4. the reflector lamp method to set up that is used to improve speedway bend highway section traffic safety according to claim 1 is characterized in that: reflector lamp adopts rectangular patterns, and vertical extension is 22.5cm, and lateral length is 10cm, guarantees vertical and grid scale is 9:4.
CN201210157558.1A 2012-05-21 2012-05-21 Reflector setting method for improving traffic safety at curve section of expressway Expired - Fee Related CN102653939B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210157558.1A CN102653939B (en) 2012-05-21 2012-05-21 Reflector setting method for improving traffic safety at curve section of expressway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210157558.1A CN102653939B (en) 2012-05-21 2012-05-21 Reflector setting method for improving traffic safety at curve section of expressway

Publications (2)

Publication Number Publication Date
CN102653939A true CN102653939A (en) 2012-09-05
CN102653939B CN102653939B (en) 2014-07-02

Family

ID=46729658

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210157558.1A Expired - Fee Related CN102653939B (en) 2012-05-21 2012-05-21 Reflector setting method for improving traffic safety at curve section of expressway

Country Status (1)

Country Link
CN (1) CN102653939B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107620266A (en) * 2017-08-30 2018-01-23 武汉理工大学 A kind of curve traffic safety improvement facility near water
CN109898380A (en) * 2018-12-26 2019-06-18 武汉中交交通工程有限责任公司 A method of utilizing the tunnel bend vehicle driving trace of automatically cleaning edge rate graticule
CN109976348A (en) * 2019-04-11 2019-07-05 深圳市大富科技股份有限公司 A kind of vehicle and its motion control method, equipment, storage medium

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1198495A (en) * 1997-12-03 1998-11-11 郭树名 Light curving device for track crooked section illumination
WO1999006636A1 (en) * 1997-07-29 1999-02-11 Dalmark Technologies Ltd. Active light emitting road marking system
JPH11130234A (en) * 1997-10-27 1999-05-18 Nec Corp Overhead conveying device
EP1669495A1 (en) * 2004-12-09 2006-06-14 Frederick E. Young Highway-Safety system
JP2007057934A (en) * 2005-08-25 2007-03-08 Three M Innovative Properties Co Reflector and its manufacturing method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999006636A1 (en) * 1997-07-29 1999-02-11 Dalmark Technologies Ltd. Active light emitting road marking system
JPH11130234A (en) * 1997-10-27 1999-05-18 Nec Corp Overhead conveying device
CN1198495A (en) * 1997-12-03 1998-11-11 郭树名 Light curving device for track crooked section illumination
EP1669495A1 (en) * 2004-12-09 2006-06-14 Frederick E. Young Highway-Safety system
JP2007057934A (en) * 2005-08-25 2007-03-08 Three M Innovative Properties Co Reflector and its manufacturing method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107620266A (en) * 2017-08-30 2018-01-23 武汉理工大学 A kind of curve traffic safety improvement facility near water
CN107620266B (en) * 2017-08-30 2019-10-25 武汉理工大学 A kind of curve traffic safety improvement facility near water
CN109898380A (en) * 2018-12-26 2019-06-18 武汉中交交通工程有限责任公司 A method of utilizing the tunnel bend vehicle driving trace of automatically cleaning edge rate graticule
CN109976348A (en) * 2019-04-11 2019-07-05 深圳市大富科技股份有限公司 A kind of vehicle and its motion control method, equipment, storage medium

Also Published As

Publication number Publication date
CN102653939B (en) 2014-07-02

Similar Documents

Publication Publication Date Title
Retting et al. Changes in crash risk following re-timing of traffic signal change intervals
De Ceunynck et al. Road safety differences between priority-controlled intersections and right-hand priority intersections: Behavioral analysis of vehicle–vehicle interactions
Martin et al. Pedestrian fatalities and injuries involving Irish older people
CN102653939B (en) Reflector setting method for improving traffic safety at curve section of expressway
CN113034914B (en) Highway hard shoulder dynamic adjustment system and method
CN103714705A (en) Expressway vehicle speed guidance system
Al-Mistarehi et al. Driver performance through the yellow phase using video cameras at urban signalized intersections
DE3501036A1 (en) Method for transmitting traffic information
CN201882025U (en) Anti-collision device for automobile
CN112489428B (en) Road evaluation method and system based on driving behaviors
CN206352269U (en) Crossing red light restricted driving portal frame system
CN2661763Y (en) Hanging spring type freeway safety guard rail
VanWagner et al. The effects of a rectangular rapid‐flashing beacon on vehicle speed
Akepati et al. Characteristics of the work zone crashes
CN101736708A (en) Combination of road traffic deceleration facilities with guiding function
CN203256557U (en) Zebra crossing road pedestrian passing safety device
Chen et al. Driver’s Shy Away Effect in Urban Extra-Long Underwater Tunnel
van der Horst 7 Behavioural Adaptation to Roadway Engineering
Alessandrini Existing legal barriers and the proposedCityMobil2 approach
CN205242315U (en) Components of a whole that can function independently dislocation guardrail
Ahsan et al. Application of GIS in hazardous road location (HRL) identification
CN102747697A (en) Self-illumination road lamp setting method for reducing rear-end accidents on expressway
Sobhani et al. Assessing key engineering treatments addressing major pedestrian serious casualties in Victoria, Australia
Ou et al. Analysis of tram conflict risk with pedestrian at the intersection based on ATA
Shirazinejad et al. Safety evaluation of raised speed limits on Kansas freeways using empirical bayes method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140702

Termination date: 20150521

EXPY Termination of patent right or utility model