CN104894932B - Urban road integrated design method based on parking demand - Google Patents
Urban road integrated design method based on parking demand Download PDFInfo
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- CN104894932B CN104894932B CN201510297651.6A CN201510297651A CN104894932B CN 104894932 B CN104894932 B CN 104894932B CN 201510297651 A CN201510297651 A CN 201510297651A CN 104894932 B CN104894932 B CN 104894932B
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Abstract
The present invention provides a kind of urban road integrated design method based on parking demand, as follows：Step one：Judge whether section meets the condition for arranging lay-by；Step 2：Judge whether crossing space layout meets the condition for arranging lay-by；Step 3：The determination of bus parking station location and length；Step 4：Section lay-by position determines and parking stall arrangement form；Step 5：The method for arranging of bicycle lane；The path space resource for rationally utilizing a part idle of the invention is used to stop, the problem difficult to alleviate city parking；And consider the problem of the convenience and non-motor vehicle safety of bus parking.The present invention is applied on the newly-built road in city or reconstruction road, on the basis of equal transport need is met, road construction quantities can be reduced, reduced investment outlay, parking supply can be increased again, avoid motor vehicles and non-motor vehicle from interfering, to lifting urban road space level of resources utilization effect is significant.
Description
Technical field
The invention belongs to traffic engineering field, and in particular to a kind of urban road integrated design side based on parking demand
Method.
Background technology
As the rapid growth of automobile pollution, urban parking facilities imbalance between supply and demand become increasingly conspicuous, road traffic is exacerbated
The confusion of crowded and urban transportation running order.And urban highway traffic runs unimpeded bottleneck not in section in crossing,
The current demand of motor vehicles is flowed to meet difference, crossing inlet track is often divided into the difference work(such as left-hand rotation, straight trip, right-hand rotation
Energy track, consequently, it is possible to it is empty less than exit lane to the situation to exit lane number, is caused to have occurred as soon as import Through Lane number
Between resource waste.Based on this, intend for this crossing space layout, on the premise of intersection capacity is not affected,
A part of section space resources is rationally utilized for stopping, alleviates the difficult problem of city parking.
Additionally, at present the method to set up of China's bicycle lane is (adjacent with car lane and divided by traffic marking
From) be first easily caused machine inoperative and interfere (unless plus isolation guardrail), there is serious traffic safety hidden danger, second exist
Intersection, the stop and walking of non-motor vehicle can produce impact to the operation of the vehicle of adjacent car lane, so as to suppress to intersect
The performance of the mouth traffic capacity.Based on this, intend from being spatially segregated car lane and bicycle lane, it is to avoid the interference between the two,
Improve road traffic operational efficiency and safety.
The content of the invention
Based on above weak point, the purpose of the present invention discloses a kind of urban road integrated design based on parking demand
Method, is that the path space resource for rationally utilizing a part idle is used to stop, the problem difficult to alleviate city parking.
Using technology it is as follows：A kind of urban road integrated design method based on parking demand, it is as follows：
Step one：Judge whether section meets the condition for arranging lay-by
If entrance driveway peak hour queue length sum in road two ends is less than section total length, meets section in the road and set
Put the condition of lay-by；Otherwise, do not possess setting condition；
For reconstruction road, queue length is directly obtained by traffic study；And for newly-built road, queue length is estimated
The traffic signal control scheme generated according to prognosis traffic volume is calculated being estimated；
Not only red light duration r effective with signalized intersections phase place is relevant for motorcade length L waited in line in entrance driveway, also
T the time required to bright rear start wave is delivered to tail of the queue is opened with green light0Relevant, the evaluation method of queue length is as follows：
L=5N+ (N-1) d (1)
N=(r+t0)·q (2)
t0=rqt1/(1-q·t1) (3)
L in formula --- the motorcade length waited in line in entrance driveway, m；
N --- the vehicle number waited in line in entrance driveway, veh；
D --- average parking space, m；1.0m is taken typically；
R --- the effective red light duration of signalized intersections phase place, s；
Q --- vehicle arriving rate, veh/s；
t0--- the time required to start wave is delivered to tail of the queue, s；
t1--- the average start-up time of the adjacent queuing vehicle of entrance driveway is poor, s；Take 1s；
Step 2：Judge whether crossing space layout meets the condition for arranging lay-by
If entering the main wagon flow number of share of stock of inlet/outlet less than exit lane number, possess and lay-by is set in exit road stage casing
Condition, otherwise, does not possess setting condition；
Step 3：The determination of bus parking station location and length
Because entering the main wagon flow number of share of stock of inlet/outlet less than exit lane number, for the path space for making full use of outlet section rich
Resource and the street crossing demand of the passenger that conveniently gets on or off the bus, bus stop are arranged at intersection exit, and will export outermost
One segment distance in track is arranged to public transportation lane, uses when specializing in public transit vehicle turnover website；
Public transportation lane length LBIt is made up of three parts：Public transport length of deceleration lane, Stop of bus bit length and public transport add
Fast Moving Vehicle Lane length, public transport length of deceleration lane are counted from outlet starting point, its length LSubtractMeet equation below：
LSubtract=v2/2a (4)
L in formulaSubtract--- public transport length of deceleration lane, m；
V --- buses enter average speed during inlet/outlet, km/h；Or replaced with road speed limit；
A --- normal deceleration when public transport pulls in, m/s2；
Parking bit length is related to public bus network number, when the number of lines is less than 3, only arranges 1 Stop of bus position；When
When the number of lines is less than 5 more than 3,2 Stop of bus positions are set；When the number of lines is more than 5,3 Stop of bus are set
Position；
The length of acceleration lane is identical with deceleratuib lane, therefore, public transportation lane length LBDetermination method it is as follows：
LB=LSubtract+n·l+LPlus=nl+v2/a (5)
L in formulaB--- public transportation lane length, m；
V --- public transit vehicle enters average speed during inlet/outlet, km/h；Or replaced with road speed limit；
Normal deceleration or acceleration when a --- public transport pulls in or is leaving from station, m/s2；
N --- need the Stop of bus position number for arranging；
L --- the length of single Stop of bus position, m；
Step 4：Section lay-by position determines and parking stall arrangement form
To reduce impact of the curb parking to other current motor vehicles and not affecting road two ends intersection energy as far as possible
The performance of power, curb parking lot are provided only on midblock, and lay-by place section is widened into 'bus harbors' bus stop
Pattern, lay-by widen 1.5 meters to pavement side, take 1.0 meters of the car lane in outside；
The queue length and public transportation lane length determined in removing step one and step 3 is outside one's consideration, section residue length LTI.e.
For Roadside Parking, lay-by is opened up into；
According to《Road signs and graticule》(GB5768.3-2009), compact car parking position size be 6.0 ×
2.5m, because tying up sidewalk width 1.5m, the actual width only 1m for taking car lane on the outside of section, outside car lane are still remained
Remaining 3.0～3.25m, borrow when entering or roll away from for vehicle parking, be unlikely to affect the current of fellow road-users, kerb lane
When stopping without vehicles while passing, still use as car lane；Here lays form using the parking stall of run-in index；
Step 5：The method for arranging of bicycle lane
Bicycle lane is arranged on the outside of footpath, is designed using identical basic unit with footpath, and road surface elevation position
On same plane, footpath is mated formation guidance tape, and non-motor vehicle road surface needs asphalt or concrete, at the intersection, non-
Car lane, footpath need to carry out accessibility designs, with car lane seamless connection.
Beneficial effects of the present invention and advantage：The path space resource for rationally utilizing a part idle of the invention is used to stop
Car, the problem difficult to alleviate city parking；And consider the problem of the convenience and non-motor vehicle safety of bus parking.
Have the advantage that：
(1) car lane is taken to separate the method for arrangement with bicycle lane on path space (by bicycle lane cloth
Put on the outside of footpath, bicycle lane adopts same structure design with footpath), it is to avoid interfering between the two, with
Improve road traffic operational efficiency and safety, bicycle lane and car lane separate design, both avoided motor vehicles with it is non-
Motor vehicles are interfered, and can be effectively improved the traffic capacity of intersection and be improved traffic circulation level of security；Can reduce again non-
Car lane structural design criteria, reduces road construction quantities, reduces cost.
(2) often the set location of curb parking mainly has four kinds：Arrange on pavement, on bicycle lane, machine
On immiscible runway and on car lane.Curb parking lot is arranged on pavement, it is desirable to which boundary lines of roads is sufficiently wide；Arrange
Lay-by on non-motor vehicle track, causes non-motor vehicle saturation to increase due to occupying non-motor vehicle partial width, clothes
Business level declines；The road-surface concrete band being arranged on Computer method track, what this kind of lay-by often took are non-motor lines
Road surface is sailed, is forced non-motor vehicle to invade car lane, is formed Computer method, either to motor vehicles or non-vehicle flow all shapes
Into very big interference；The road-surface concrete band being arranged on car lane, such case affect maximum to section motor vehicles, application compared with
It is few.Herein on the premise of intersection capacity is not reduced, the rich path space in section stage casing both sides is opened up into similar
The lay-by of bay type multi-storied, is to reduce vehicle to drive into the interference sailed out of to adjacent lane motor vehicles, and parking lot uses run-in index,
Tie up sidewalk width 1.5m, the actual width only 1m for taking car lane on the outside of section, outside car lane is still remaining 3.0～
3.25m, is available for vehicle parking to borrow when entering or rolling away from, is unlikely to affect the current of fellow road-users.Kerb lane is in nothing
When vehicles while passing is stopped, still can use as car lane, can greatly alleviate city parking pressure.
(3) apply on the newly-built road in city or reconstruction road, on the basis of equal transport need is met, can reduce
Road construction work amount, reduce investment outlay, parking supply can be increased again, avoid motor vehicles and non-motor vehicle from interfering, to lifting city
City's path space level of resources utilization effect is significant, with important engineering application value.
Description of the drawings
Fig. 1 is existing road instance graph；
Fig. 2 is improvement road example schematic；
Specific embodiment
The present invention is further explained below according to Figure of description citing：
Embodiment 1
Step one：Judge whether section meets the condition for arranging lay-by
If entrance driveway peak hour queue length sum in road two ends is less than section total length, meets section in the road and set
Put the condition of lay-by；Otherwise, do not possess setting condition.
For reconstruction road, queue length directly can be obtained by traffic study；And for newly-built road, queue length
Estimation can be estimated according to the traffic signal control scheme that prognosis traffic volume is generated.
Queue length (L) is not only relevant with crossing phase place red time (r), and the transmission of bright rear start wave is also opened with green light
Time (t0) relevant.The evaluation method of queue length is as follows：
L=5N+ (N-1) d (1)
N=(r+t0)·q (2)
t0=rqt1/(1-q·t1) (3)
L in formula --- the motorcade length waited in line in entrance driveway, m；
N --- the vehicle number waited in line in entrance driveway, veh；
D --- average parking space, m；1.0m is taken typically；
R --- the effective red light duration of signalized intersections phase place, s；
Q --- vehicle arriving rate, veh/s；
t0--- the time required to start wave is delivered to tail of the queue, s；
t1--- the average start-up time of the adjacent queuing vehicle of entrance driveway is poor, s；1s is taken typically.
Step 2：Judge whether crossing space layout meets the condition for arranging lay-by
If entering the main wagon flow number of share of stock of inlet/outlet less than exit lane number (not considering right-hand rotation wagon flow), possess in exit road
Stage casing arranges the condition of lay-by, otherwise, does not possess setting condition.
In the crossing as shown in Fig. 1, two-way 10 track of Huaihe Road, two-way 6 track in Song Shan road is exported into the Huaihe River north of a road
Main wagon flow be southing mouth straight traffic.Southing mouth Through Lane number 3, wagon flow number of share of stock are 3, and the number of track-lines of north outlet is
5, more than the main wagon flow number of share of stock into the outlet, therefore north outlet section meets the condition for arranging lay-by.
Step 3：The determination of bus parking station location and length
Because entering the main wagon flow number of share of stock of inlet/outlet less than exit lane number, for the path space for making full use of outlet section rich
Resource and the street crossing demand of the passenger that conveniently gets on or off the bus, bus stop are arranged at intersection exit, and will export outermost
One segment distance in track is arranged to public transportation lane, uses when specializing in public transit vehicle turnover website.
Public transportation lane length (LB) be made up of three parts：Deceleratuib lane, parking stall and acceleration lane.Deceleratuib lane is from going out
Mouth starting point is counted, its length (LSubtract) meet equation below：
LSubtract=v2/2a (4)
L in formulaSubtract--- public transport length of deceleration lane, m；
V --- buses enter average speed during inlet/outlet, km/h；Available road speed limit replaces；
A --- normal deceleration when public transport pulls in, m/s2。
Parking bit length is related to public bus network number.According to relevant research, when the number of lines is less than 3,1 can be only arranged
Individual Stop of bus position；When the number of lines is less than 5 more than 3,2 Stop of bus positions are preferably set；When the number of lines is more than 5
Bar, preferably arranges 3 Stop of bus positions.
The length of acceleration lane is typically identical with deceleratuib lane.Therefore, public transportation lane length (LB) determination method such as
Under：
LB=LSubtract+n·l+LPlus=nl+v2/a (5)
L in formulaB--- public transportation lane length, m；
V --- public transit vehicle enters average speed during inlet/outlet, km/h；Available road speed limit replaces；
Normal deceleration or acceleration when a --- public transport pulls in or is leaving from station, m/s2。
N --- need the Stop of bus position number for arranging；
L --- the length of single Stop of bus position, m.
Step 4：Section lay-by position determines and parking stall arrangement form
To reduce impact of the curb parking to other current motor vehicles and not affecting road two ends intersection energy as far as possible
The performance of power, curb parking lot are provided only on midblock, and lay-by place section is widened into stop similar to 'bus harbors'
The pattern for pulling in, lay-by widen 1.5 meters to pavement side, take 1.0 meters of the car lane in outside.
The queue length and public transportation lane length determined in removing step one and step 3 is outside one's consideration, section residue length LTI.e.
Can be used for Roadside Parking, open up into lay-by.
According to《Road signs and graticule》(GB5768.3-2009), compact car parking position size be 6.0 ×
2.5m.Because tying up sidewalk width 1.5m, the actual width only 1m for taking car lane on the outside of section, outside car lane are still remained
Remaining 3.0～3.25m, be available for vehicle parking to borrow when entering or rolling away from, be unlikely to affect the current of fellow road-users.Outside car
Road still can be used as car lane when stopping without vehicles while passing.
Parking stall arranges and is divided into run-in index, indented form and rectilinear three class.Because indented form and the rectilinear footpath that ties up it is empty
Between it is larger, for limited road of expanding space, be not suitable for.Therefore here lays form using the parking stall of run-in index.
Step 5：The method for arranging of bicycle lane
Bicycle lane is arranged on the outside of footpath, is designed using identical basic unit with footpath, and road surface elevation position
On same plane, consequently, it is possible to by quantities when reducing bicycle lane construction (with existing bicycle lane set-up mode
Compare), investment reduction.Only footpath needs guidance tape of mating formation, and bicycle lane to improve the comfortableness of bicyclist, road
Face needs asphalt or concrete.At the intersection, bicycle lane, footpath need to carry out accessibility designs, and motor-driven
Track seamless connection, is easy to the street crossing of non-motor vehicle.
Embodiment 2
Two road intersection of signalized intersections as shown in Figure 2, road is two-way 8 track, and track width is 3.5m,
Each import is provided with a left turn lane, two Through Lanes and a right-turn lane；Another road is two-way 4 car
Road.Each import is respectively provided with a straight right lane and a straight-left lane.The distance at two neighboring crossing is 400m.By following step
It is rapid that temporary parking berth is set：
Step one：Judge whether section meets the condition for arranging lay-by
If entrance driveway peak hour queue length sum in road two ends is less than section total length, meets section in the road and set
Put the condition of lay-by；Otherwise, do not possess setting condition.
For reconstruction road, queue length directly can be obtained by traffic study；And for newly-built road, queue length
Estimation can be estimated according to the traffic signal control scheme that prognosis traffic volume is generated.
Queue length (L) is not only relevant with crossing phase place red time (r), and the transmission of bright rear start wave is also opened with green light
Time (t0) relevant.The evaluation method of queue length is as follows：
L=5N+ (N-1) d (1)
N=(r+t0)·q (2)
t0=rqt1/(1-q·t1) (3)
L in formula --- the motorcade length waited in line in entrance driveway, m；
N --- the vehicle number waited in line in entrance driveway, veh；
D --- average parking space, m；1.0m is taken typically；
R --- the effective red light duration of signalized intersections phase place, s；
Q --- vehicle arriving rate, veh/s；
t0--- the time required to start wave is delivered to tail of the queue, s；
t1--- the average start-up time of the adjacent queuing vehicle of entrance driveway is poor, s；1s is taken typically.
The vehicle arriving rate for assuming main roads peak hour main wagon flow (straight traffic) is 750/when, during effective red light
A length of 50s, the average parking space 1.0m of vehicle, before and after entrance driveway, the starting time difference of Adjacent vehicles is 1s, can obtain entrance driveway
Maximum queue length L is：
Due to 2L=155.90m ＜ 400m, so meeting setting condition.
Step 2：Judge whether crossing space layout meets the condition for arranging lay-by
If entering the main wagon flow number of share of stock of inlet/outlet less than exit lane number (not considering right-hand rotation wagon flow), possess in exit road
Stage casing arranges the condition of lay-by, otherwise, does not possess setting condition.
As import Through Lane is 2, and exit lane has 4, meets the condition for arranging curb parking lot.
Step 3：The determination of bus stop set location and length
To make full use of the space resources of exit lane affluence and reducing impact of the bus parking to intersection capacity,
Bus stop is arranged on into exit, and one segment length L of outlet outermost track is opened up into into public transportation lane, specialize in public transport
Turnover is used when stopping website.Bus stop is arranged on the passenger flow that exit is also convenient for taking pubic transport and gets on or off the bus and cross the street.
Public transportation lane length LBIt is made up of three parts：Deceleratuib lane, platform and acceleration lane.Deceleratuib lane is from outlet
Point starts to count, and its length meets formula (4)：
LSubtract=v2/2a (4)
The length of platform is related to public bus network number, according to correlational study, when circuit number is less than 3, only can arrange 1
Stop of bus position；When the number of lines is less than 5 more than 3,2 Stop of bus positions are preferably set；When the number of lines is more than 5,
3 Stop of bus positions are preferably set.
The length of acceleration lane is typically identical with deceleratuib lane.Therefore, length L of public transportation laneBDetermine that formula is as follows：
LB=LSubtract+n·l+LPlus=nl+v2/a (5)
In formula：LB--- public transportation lane length (m)；
V --- continuous wagon flow enters the average speed (km/h) in intersection exit track, can use road speed limit；
Acceleration, deceleration degree (m/s when a --- buses normally enter the station or be leaving from station2)。
N --- Stop of bus digit；
L --- the length of single Stop of bus position.According to《Motor pool design specification》, the length of general Stop of bus position
The parking space for 12m and two buses safety stop is spent, 2.5m is typically taken.
If main roads speed limit 40km/h, the normal acceleration, deceleration degree of public transit vehicle is 2.0m/s2, the public transport line that here is stopped
Road has 7, then need to arrange 3 bus parking berths, can obtain length L of public transportation laneB：
Step 4：The determination of parking area and parking stall arrangement form
To reduce impact of the curb parking to other current motor vehicles and not affecting road two ends intersection energy as far as possible
The performance of power, curb parking lot are provided only on midblock, and lay-by place section is widened into stop similar to 'bus harbors'
The pattern for pulling in, lay-by widen 1.5 meters to pavement side, take 1.0 meters of the car lane in outside.
The queue length and public transportation lane length determined in removing step one and step 3 is outside one's consideration, and section residue length is about
224m, you can for Roadside Parking, opens up into lay-by.
According to《Road signs and graticule》(GB5768.3-2009), compact car parking position size be 6.0 ×
2.5m.Because tying up sidewalk width 1.5m, the actual width only 1m for taking car lane on the outside of section, outside car lane are still remained
Remaining 3.0～3.25m, be available for vehicle parking to borrow when entering or rolling away from, be unlikely to affect the current of fellow road-users.Outside car
Road still can be used as car lane when stopping without vehicles while passing.
Parking stall arranges and is divided into run-in index, indented form and rectilinear three class.Because indented form and the rectilinear footpath that ties up it is empty
Between it is larger, for limited road of expanding space, be not suitable for.Therefore here lays form using the parking stall of run-in index.
Step 5：Non-motor vehicle and driving passage space method for arranging
Bicycle lane is arranged on the outside of footpath, is designed using identical basic unit with footpath, and road surface elevation position
On same plane, consequently, it is possible to by quantities when reducing bicycle lane construction (with existing bicycle lane set-up mode
Compare), investment reduction.Only footpath needs guidance tape of mating formation, and bicycle lane to improve the comfortableness of bicyclist, road
Face needs asphalt or concrete.At the intersection, bicycle lane, footpath need to carry out accessibility designs, and motor-driven
Track seamless connection, is easy to the street crossing of non-motor vehicle.
Claims (1)
1. a kind of urban road integrated design method based on parking demand, it is characterised in that method is as follows：
Step one：Judge whether section meets the condition for arranging lay-by
If entrance driveway peak hour queue length sum in road two ends is less than section total length, meets section setting in the road and stop
The condition of car band；Otherwise, do not possess setting condition；
For reconstruction road, queue length is directly obtained by traffic study；And for newly-built road, the estimation root of queue length
It is predicted that the traffic signal control scheme that the volume of traffic is generated is being estimated；
Not only red light duration r effective with signalized intersections phase place is relevant for motorcade length L waited in line in entrance driveway, also with it is green
Lamp opens t the time required to bright rear start wave is delivered to tail of the queue0Relevant, the evaluation method of queue length is as follows：
L=5N+ (N-1) d (1)
N=(r+t0)·q (2)
t0=rqt1/(1-q·t1) (3)
L in formula --- the motorcade length waited in line in entrance driveway, m；
N --- the vehicle number waited in line in entrance driveway, veh；
D --- average parking space, m；1.0m is taken typically；
R --- the effective red light duration of signalized intersections phase place, s；
Q --- vehicle arriving rate, veh/s；
t0--- the time required to start wave is delivered to tail of the queue, s；
t1--- the average start-up time of the adjacent queuing vehicle of entrance driveway is poor, s；Take 1s；
Step 2：Judge whether signalized intersections space layout meets the condition for arranging lay-by
If entering the main wagon flow number of share of stock of inlet/outlet less than exit lane number, possess and the bar of lay-by is set in exit road stage casing
Part, otherwise, does not possess setting condition；
Step 3：The determination of bus parking station location and length
Because entering the main wagon flow number of share of stock of inlet/outlet less than exit lane number, for the path space resource for making full use of outlet section rich
Conveniently get on or off the bus the street crossing demand of passenger, bus stop is arranged on into signalized intersections exit, and outermost will be exported
One segment distance in track is arranged to public transportation lane, uses when specializing in public transit vehicle turnover website；
Public transportation lane length LBIt is made up of three parts：Public transport length of deceleration lane, Stop of bus bit length and public transport acceleration lane
Length, public transport length of deceleration lane are counted from outlet starting point, its length LSubtractMeet equation below：
LSubtract=v2/2a (4)
L in formulaSubtract--- public transport length of deceleration lane, m；
V --- buses enter average speed during inlet/outlet, km/h；Or replaced with road speed limit；
A --- normal deceleration when public transport pulls in, m/s2；
Stop of bus bit length is related to public bus network number, when the number of lines is less than 3, only arranges 1 Stop of bus position；When
When the number of lines is less than 5 more than 3,2 Stop of bus positions are set；When the number of lines is more than 5,3 Stop of bus are set
Position；
The length of public transport acceleration lane is identical with public transport deceleratuib lane, therefore, public transportation lane length LBDetermination method it is as follows：
LB=LSubtract+n·l+LPlus=nl+v2/a (5)
L in formulaB--- public transportation lane length, m；
V --- public transit vehicle enters average speed during inlet/outlet, km/h；Or replaced with road speed limit；
Normal deceleration or acceleration when a --- public transport pulls in or is leaving from station, m/s2；
N --- need the Stop of bus position number for arranging；
L --- the length of single Stop of bus position, m；
Step 4：Section lay-by position determines and parking stall arrangement form
To reduce impact of the curb parking to other current motor vehicles and not affecting the signalized intersections at road two ends to pass through as far as possible
The performance of ability, curb parking lot are provided only on midblock, and lay-by place section is widened into 'bus harbors' bus stop
Pattern, lay-by widens 1.5 meters to pavement side, takes 1.0 meters of the car lane in outside；
The queue length and public transportation lane length determined in removing step one and step 3 is outside one's consideration, section residue length LTIt is used for
Roadside Parking, opens up into lay-by；
According to《Road signs and graticule》(GB5768.3-2009), compact car parking position size is 6.0 × 2.5m, because
Tie up sidewalk width 1.5m, the actual width only 1m for taking car lane on the outside of section, outside car lane is still remaining 3.0～
3.25m, borrows when entering or roll away from for vehicle parking, is unlikely to affect the current of fellow road-users, and kerb lane is without car
Turnover stop when, still use as car lane；Here lays form using the parking stall of run-in index；
Step 5：The method for arranging of bicycle lane
Bicycle lane is arranged on the outside of footpath, is designed using identical basic unit with footpath, and road surface elevation is located at together
In one plane, footpath is mated formation guidance tape, and non-motor vehicle road surface needs asphalt or concrete, at signalized intersections, non-
Car lane, footpath need to carry out accessibility designs, with car lane seamless connection.
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| CN201510297651.6A CN104894932B (en) | 2015-05-29 | 2015-05-29 | Urban road integrated design method based on parking demand |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105590457A (en) * | 2016-03-06 | 2016-05-18 | 黄宝文 | Road with arrangement of bus priority of right of road and parking in lane |
| CN105679053A (en) * | 2016-03-23 | 2016-06-15 | 黄宝文 | Bus stop realizing multi-bus docking and passenger simultaneous getting on and off |
| DE102017203408A1 (en) * | 2017-03-02 | 2018-09-06 | Robert Bosch Gmbh | Concept for generating parking space for vehicles |
| CN109208981A (en) * | 2017-06-30 | 2019-01-15 | 北京顺到科技有限公司 | Intelligent parking management method and device |
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