CN105672074A - Urban road crossroad diversion system - Google Patents

Urban road crossroad diversion system Download PDF

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Publication number
CN105672074A
CN105672074A CN201610187351.7A CN201610187351A CN105672074A CN 105672074 A CN105672074 A CN 105672074A CN 201610187351 A CN201610187351 A CN 201610187351A CN 105672074 A CN105672074 A CN 105672074A
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China
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track
lane
pedestrian
motorized vehicle
compact car
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CN201610187351.7A
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Chinese (zh)
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王小波
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Priority to CN201610187351.7A priority Critical patent/CN105672074A/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/04Road crossings on different levels; Interconnections between roads on different levels

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Lighting Device Outwards From Vehicle And Optical Signal (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention discloses an urban road crossroad diversion system, comprising a small car straight bridge, a passenger and non-motor vehicle underpass, and a surface motor vehicle lane; all motor vehicles, non-motor vehicles and passengers to pass a crossroad are separated to their respective lanes without mutual interference; the limits on traffic lights are fewer, going out is easier, and reasonable diversion is achieved; the straight left one is a fast traffic lane, the right one is a slow traffic lane, a special bus lane is provided for buses, and thus fast traffic and slow traffic are separated; scientific and reasonable thorough separation of human and vehicles is achieved, human and vehicles are guided to their respective lanes, and mutual interference is avoided; the passengers and non-motor vehicles are therefore far away from motor vehicles, there is rush for no red traffic light, and safety of going out is greatly improved, and human and vehicles are separated.

Description

City road crossing separate system
Technical field
The present invention relates to road traffic system, especially relate to city road crossing separate system.
Background technology
China's urban road is current still based on ordinary road, though also just like the innovative design of overpass, viaduct etc., but spend huge effect also not ideal, traffic congestion role is also little.
Present economic condition is become better and better, and vehicle gets more and more, and is the main cause causing traffic congestion; But road does not have timely scientific and reasonable upgrading to be exactly cause the secondary cause blocked up. The measure of current various places reply traffic congestion is mainly widened with road surface, is broken a new path, vehicle restricted driving, region single cycle, turning piggybacking traveling, tide track, changeable driveway etc., but fact proved, although make being fully utilized of road surface science but still can't resolve the traffic congestion of urban road.
The main cause that existing urban road scheme is blocked up is that shunting is poor, percent of pass is low, and focus is at crossing after all; All in daily life all it is gathered in approximately the same plane through the motor vehicles at crossing, bicycle, pedestrian, mutually waits, pass through according to the order of sequence; Road surface is narrow, and car, people are few, and the waiting time is short also out of question; Lu Yuekuan, crossing is more big, and car, people are more many, interfere time current, and the time of wait is more long, has resulted in serious blocking up. Proceed from the reality, practical, existing urban road scheme is out-of-date, and nowadays its design original intention does not just carry the ability of the so motor vehicles of quantity, bicycle, pedestrian at all, and it is inevitable for causing urban road traffic congestion.
Summary of the invention
In order to solve the problems referred to above, the present invention provides city road crossing separate system, this system be aiming at the root of problem can thoroughly solve problem, science, city road crossing separate system rational, cheap, practical, upgrade version.
The technical solution of the present invention is:
City road crossing separate system, including compact car craspedodrome bridge, pedestrian and non motorized vehicle underpass, ground maneuver track;
Described ground maneuver track includes horizontal track and longitudinal track, the crossroad place that described horizontal track and described longitudinal track intersect sets gradually right-turn lane, dedicated bus lanes, road surface Through Lane and left turn lane from outside to inside, the step channel being led to bus platform by underground it is additionally provided with in the side closing on described dedicated bus lanes, described dedicated bus lanes is kept straight on for bus, large car, special purpose vehicle, turn left, is turned right and pass through, the compact car let pass and turn right in described horizontal track, the clearance of described longitudinal track is kept straight on, is turned left and right-hand rotation compact car;
Described compact car craspedodrome bridge includes the Through Lane of a relative direction, and described compact car craspedodrome bridge is arranged on the Through Lane position, middle road surface in described horizontal track, and the through vehicles in described horizontal track is shunting when arriving compact car craspedodrome bridge;
Described pedestrian and non motorized vehicle underpass is layer adjacent to the position of both sides, crossroad place, ground maneuver track, described pedestrian and non motorized vehicle underpass arranges bicycle lane, footpath, is led to the step channel of bus platform by underground, and the bicycle in described horizontal track and described longitudinal track and pedestrian be shunting when arriving pedestrian and non motorized vehicle underpass.
It is further preferred that described pedestrian and non motorized vehicle underpass is layer adjacent to the position of 50 meter of-65 meter Chu both sides, crossroad, ground maneuver track.
It is further preferred that the bicycle lane of described pedestrian and non motorized vehicle underpass connects together as groined type.
It is further preferred that described pedestrian and non motorized vehicle underpass limit for height is at 2 meters-2.5 meters.
It is further preferred that also include bus platform on described ground maneuver track, described bus platform is next to the position of the described step channel being led to bus platform by underground.
It is further preferred that road surface hollow out process can be carried out between the road surface Through Lane in longitudinal track in ground maneuver track, right-turn lane and the Through Lane of compact car craspedodrome bridge or the plantation of non-hollow out green is planted.
It is further preferred that the crossroad place that described horizontal track and described longitudinal track intersect arranges photographic head and signal lights.
It is further preferred that described compact car craspedodrome bridge is reinforced concrete structure or steel construction.
It is further preferred that can according to former floor space size, the number of road transverse and longitudinal direction vehicle flowrate, carry out compact car craspedodrome bridge shift design described in portraitlandscape flexibly, road surface, the crossroad number of plies, track size, how much increase and decrease design implementation.
The present invention has following beneficial effect:
(1) reasonable diffluence, by all of motor vehicles of crossroad, bicycle, pedestrian separately, takes their own roads, does not interfere with each other; Decrease the restriction of signal lights, go on a journey more unobstructed;
(2) speed separates, and keeps straight on and keeps left as fast traffic lane, keeps right as slow lane, and bus has dedicated bus lanes;
(3) people's car separates, in recent years, quickly growing of electric motor car, while convenient trip and energy-saving and emission-reduction, also traffic is caused great pressure; Bicycle and pedestrian people's car in trip process is danced together, people's car mutual interference, appoint the phenomena that makes a dash across the red light always to be the most pain in the neck of regulatory authorities, and the present invention has accomplished that scientific and reasonable people's car is completely separated, and takes their own roads, and does not interfere with each other; Pedestrian and non motorized vehicle, from then on away from motor vehicles, can be rushed without red light, and safety is greatly improved.
Accompanying drawing explanation
Fig. 1 is the system construction drawing of city road crossing separate system compact car craspedodrome bridge of the present invention;
Fig. 2 is the system construction drawing of city road crossing separate system pedestrian and non motorized vehicle underpass of the present invention;
Fig. 3 is the system construction drawing in city road crossing separate system ground maneuver track of the present invention;
In figure: 1, compact car craspedodrome bridge Through Lane; 2, road surface hollow out processes; 3, the step channel of bus platform is led to by underground; 4, bus platform; 5, compact car craspedodrome bridge two ends bridge; 6, road surface Through Lane; 7, right-turn lane; 8, dedicated bus lanes;9, left turn lane; 10, bicycle lane; 11, footpath.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described.
Embodiment 1, referring to Fig. 1-Fig. 3, city road crossing separate system, including compact car craspedodrome bridge, pedestrian and non motorized vehicle underpass, ground maneuver track;
Described ground maneuver track includes horizontal track and longitudinal track, the crossroad place that described horizontal track and described longitudinal track intersect sets gradually right-turn lane 7 from outside to inside, dedicated bus lanes 8, road surface Through Lane 6 and left turn lane 9, the step channel 3 being led to bus platform by underground it is additionally provided with in the side closing on described dedicated bus lanes 8, described dedicated bus lanes 8 is for bus, large car, special purpose vehicle is kept straight on, turn left, turn right current, the compact car let pass and turn right in described horizontal track, let pass and keep straight in described longitudinal track, turn left and right-hand rotation compact car,
Described compact car craspedodrome bridge includes the Through Lane of a relative direction, and described compact car craspedodrome bridge is arranged on Through Lane 6 position, middle road surface in described horizontal track, and the through vehicles in described horizontal track is shunting when arriving compact car craspedodrome bridge;
Described pedestrian and non motorized vehicle underpass is layer adjacent to the position of both sides, crossroad place, ground maneuver track, described pedestrian and non motorized vehicle underpass arranges bicycle lane 10, footpath 11, is led to the step channel 3 of bus platform by underground, and the bicycle in described horizontal track and described longitudinal track and pedestrian be shunting when arriving pedestrian and non motorized vehicle underpass.
It is further preferred that described pedestrian and non motorized vehicle underpass is layer adjacent to the position of meter Chu both sides, crossroad 50, ground maneuver track.
It is further preferred that the bicycle lane 10 of described pedestrian and non motorized vehicle underpass connects together as groined type.
It is further preferred that described pedestrian and non motorized vehicle underpass limit for height is at 2 meters.
It is further preferred that also include bus platform 4 on described ground maneuver track, described bus platform 4 is next to the position of the described step channel 3 being led to bus platform by underground.
It is further preferred that road surface hollow out can be carried out between the road surface Through Lane in longitudinal track in ground maneuver track, right-turn lane and the Through Lane of compact car craspedodrome bridge processes 2 or hollow out plantation is not green plants.
It is further preferred that the crossroad place that described horizontal track and described longitudinal track intersect arranges photographic head and signal lights.
It is further preferred that described compact car craspedodrome bridge is reinforced concrete structure or steel construction.
It is further preferred that can according to former floor space size, the number of road transverse and longitudinal direction vehicle flowrate, carry out compact car craspedodrome bridge shift design described in portraitlandscape flexibly, road surface, the crossroad number of plies, track size, how much increase and decrease design implementation.
Compact car craspedodrome bridge, on ground maneuver track on craspedodrome motor vehicles compact car craspedodrome bridge directly across crossroad, do not limited by belisha beacon, can accomplish with to walking, do not stop, return to ground maneuver track after crossing crossing and do not affect turning about next crossing, overcome the embarrassment that overpass is unable to come down up; On ground maneuver track, craspedodrome motor vehicles generally account for the 40%-50% of this Traffic Flow at Intersection, and compact car craspedodrome bridge once just solves the traffic pressure of this crossing half;
Pedestrian and non motorized vehicle underpass, pedestrian and non motorized vehicle sinks to the following pedestrian and non motorized vehicle underpass in road surface before entering crossing and passes through, reach to be completely separated with motor vehicles, pedestrian and non motorized vehicle trip risk is substantially reduced, and ground maneuver track is upper right changes trains or buses also no longer to be affected the unblocked of change by pedestrian and non motorized vehicle; Pedestrian and non motorized vehicle is walked pedestrian and non motorized vehicle underpass and is not also limited by ground automotive road belisha beacon, solve pedestrian and non motorized vehicle arbitrarily to make a dash across the red light the problem that cannot retrain, pedestrian and non motorized vehicle underpass, pass through for pedestrian and non motorized vehicle, so limit for height is at 2 meters, effective reduction cost minimizing conflicts with underground pipe network; Pedestrian and non motorized vehicle underpass is also advantageous over existing overpass, pedestrian and non motorized vehicle underpass is available for all of pedestrian and non motorized vehicle and passes through, and overpass can only supply the walk that legs and feet are good, utilization rate is extremely low, and pedestrian and non motorized vehicle underpass is also the replacement scheme that overpass is fabulous.
, there has been the reasonable diffluence of compact car craspedodrome bridge and pedestrian and non motorized vehicle underpass in ground maneuver track, and the traffic pressure of crossroad, ground maneuver track is greatly lowered; Enough spaces are had for right-left turn vehicle and tune under compact car craspedodrome bridge; Ground maneuver track is unique cross facet of crossroad, must also limit by signal lights; The signal lights limiting vehicle in ground maneuver track is kept straight on, is turned left, keep straight on and turn left be carry out simultaneously so without influence on percent of pass.
Embodiment 2, referring to Fig. 1-Fig. 3, city road crossing separate system, including compact car craspedodrome bridge, pedestrian and non motorized vehicle underpass, ground maneuver track;
Described ground maneuver track includes horizontal track and longitudinal track, the crossroad place that described horizontal track and described longitudinal track intersect sets gradually right-turn lane 7 from outside to inside, dedicated bus lanes 8, road surface Through Lane 6 and left turn lane 9, the step channel 3 being led to bus platform by underground it is additionally provided with in the side closing on described dedicated bus lanes 8, described dedicated bus lanes 8 is for bus, large car, special purpose vehicle is kept straight on, turn left, turn right current, the compact car let pass and turn right in described horizontal track, let pass and keep straight in described longitudinal track, turn left and right-hand rotation compact car,
Described compact car craspedodrome bridge includes the Through Lane of a relative direction, and described compact car craspedodrome bridge is arranged on Through Lane 6 position, middle road surface in described horizontal track, and the through vehicles in described horizontal track is shunting when arriving compact car craspedodrome bridge;
Described pedestrian and non motorized vehicle underpass is layer adjacent to the position of both sides, crossroad place, ground maneuver track, described pedestrian and non motorized vehicle underpass arranges bicycle lane 10, footpath 11, is led to the step channel 3 of bus platform by underground, and the bicycle in described horizontal track and described longitudinal track and pedestrian be shunting when arriving pedestrian and non motorized vehicle underpass.
It is further preferred that described pedestrian and non motorized vehicle underpass is layer adjacent to the position of meter Chu both sides, crossroad 65, ground maneuver track.
It is further preferred that the bicycle lane 10 of described pedestrian and non motorized vehicle underpass connects together as groined type.
It is further preferred that described pedestrian and non motorized vehicle underpass limit for height is at 2.5 meters.
It is further preferred that also include bus platform 4 on described ground maneuver track, described bus platform 4 is next to the position of the described step channel 3 being led to bus platform by underground.
It is further preferred that road surface hollow out can be carried out between the road surface Through Lane in longitudinal track in ground maneuver track, right-turn lane and the Through Lane of compact car craspedodrome bridge processes 2 or hollow out plantation is not green plants.
It is further preferred that the crossroad place that described horizontal track and described longitudinal track intersect arranges photographic head and signal lights.
It is further preferred that described compact car craspedodrome bridge is reinforced concrete structure or steel construction.
It is further preferred that can according to former floor space size, the number of road transverse and longitudinal direction vehicle flowrate, carry out compact car craspedodrome bridge shift design described in portraitlandscape flexibly, road surface, the crossroad number of plies, track size, how much increase and decrease design implementation.
Compact car craspedodrome bridge, on ground maneuver track on craspedodrome motor vehicles compact car craspedodrome bridge directly across crossroad, do not limited by belisha beacon, can accomplish with to walking, do not stop, return to ground maneuver track after crossing crossing and do not affect turning about next crossing, overcome the embarrassment that overpass is unable to come down up; On ground maneuver track, craspedodrome motor vehicles generally account for the 40%-50% of this Traffic Flow at Intersection, and compact car craspedodrome bridge once just solves the traffic pressure of this crossing half;
Pedestrian and non motorized vehicle underpass, pedestrian and non motorized vehicle sinks to the following pedestrian and non motorized vehicle underpass in road surface before entering crossing and passes through, reach to be completely separated with motor vehicles, pedestrian and non motorized vehicle trip risk is substantially reduced, and ground maneuver track is upper right changes trains or buses also no longer to be affected the unblocked of change by pedestrian and non motorized vehicle; Pedestrian and non motorized vehicle is walked pedestrian and non motorized vehicle underpass and is not also limited by ground automotive road belisha beacon, solve pedestrian and non motorized vehicle arbitrarily to make a dash across the red light the problem that cannot retrain, pedestrian and non motorized vehicle underpass, pass through for pedestrian and non motorized vehicle, so limit for height is at 2.5 meters, effective reduction cost minimizing conflicts with underground pipe network; Pedestrian and non motorized vehicle underpass is also advantageous over existing overpass, pedestrian and non motorized vehicle underpass is available for all of pedestrian and non motorized vehicle and passes through, and overpass can only supply the walk that legs and feet are good, utilization rate is extremely low, and pedestrian and non motorized vehicle underpass is also the replacement scheme that overpass is fabulous.
, there has been the reasonable diffluence of compact car craspedodrome bridge and pedestrian and non motorized vehicle underpass in ground maneuver track, and the traffic pressure of crossroad, ground maneuver track is greatly lowered; Enough spaces are had for right-left turn vehicle and tune under compact car craspedodrome bridge; Ground maneuver track is unique cross facet of crossroad, must also limit by signal lights; The signal lights limiting vehicle in ground maneuver track is kept straight on, is turned left, keep straight on and turn left be carry out simultaneously so without influence on percent of pass.
The above; being only the present invention preferably detailed description of the invention, but protection scope of the present invention is not limited thereto, any those familiar with the art is in the technical scope that the invention discloses; the change that can readily occur in or replacement, all should be encompassed within protection scope of the present invention.

Claims (9)

1. city road crossing separate system, it is characterised in that: include compact car craspedodrome bridge, pedestrian and non motorized vehicle underpass, ground maneuver track;
Described ground maneuver track includes horizontal track and longitudinal track, the crossroad place that described horizontal track and described longitudinal track intersect sets gradually right-turn lane, dedicated bus lanes, road surface Through Lane and left turn lane from outside to inside, the step channel being led to bus platform by underground it is additionally provided with in the side closing on described dedicated bus lanes, described dedicated bus lanes is kept straight on for bus, large car, special purpose vehicle, turn left, is turned right and pass through, the compact car let pass and turn right in described horizontal track, the clearance of described longitudinal track is kept straight on, is turned left and right-hand rotation compact car;
Described compact car craspedodrome bridge includes the Through Lane of a relative direction, and described compact car craspedodrome bridge is arranged on the Through Lane position, middle road surface in described horizontal track, and the through vehicles in described horizontal track is shunting when arriving compact car craspedodrome bridge;
Described pedestrian and non motorized vehicle underpass is layer adjacent to the position of both sides, crossroad place, ground maneuver track, described pedestrian and non motorized vehicle underpass arranges bicycle lane, footpath, is led to the step channel of bus platform by underground, and the bicycle in described horizontal track and described longitudinal track and pedestrian be shunting when arriving pedestrian and non motorized vehicle underpass.
2. city road crossing separate system according to claim 1, is characterised by: described pedestrian and non motorized vehicle underpass is layer adjacent to the position of 50 meter of-65 meter Chu both sides, crossroad, ground maneuver track.
3. city road crossing separate system according to claim 1, is characterised by: the bicycle lane of described pedestrian and non motorized vehicle underpass connects together as groined type.
4. city road crossing separate system according to claim 1, is characterised by: described pedestrian and non motorized vehicle underpass limit for height is at 2 meters-2.5 meters.
5. city road crossing separate system according to claim 1, is characterised by: also include bus platform on described ground maneuver track, and described bus platform is next to the position of the described step channel being led to bus platform by underground.
6. city road crossing separate system according to claim 1, is characterised by: can carry out road surface hollow out process between the road surface Through Lane in longitudinal track in ground maneuver track, right-turn lane and the Through Lane of compact car craspedodrome bridge or the plantation of non-hollow out is green plants.
7. city road crossing separate system according to claim 1, is characterised by: the crossroad place that described horizontal track and described longitudinal track intersect arranges photographic head and signal lights.
8. city road crossing separate system according to claim 1, is characterised by: described compact car craspedodrome bridge is reinforced concrete structure or steel construction.
9. city road crossing separate system according to claim 1, it is characterised by: can according to former floor space size, the number of road transverse and longitudinal direction vehicle flowrate, carry out compact car craspedodrome bridge shift design described in portraitlandscape flexibly, road surface, the crossroad number of plies, track size, how much increase and decrease design implementation.
CN201610187351.7A 2016-03-29 2016-03-29 Urban road crossroad diversion system Pending CN105672074A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107067746A (en) * 2017-06-23 2017-08-18 安徽超清科技股份有限公司 Anti- disobey of intelligence accounts for bicycle lane system
CN107974886A (en) * 2017-11-27 2018-05-01 中铁十七局集团第二工程有限公司 One kind is used for city crossroad traffic dispersion system
CN108642983A (en) * 2018-06-01 2018-10-12 冯阳 Overpass by overpass at crossroads
CN109523808A (en) * 2018-12-27 2019-03-26 长安大学 A kind of canalization optimization method shifting left-hand rotation intersection
CN113897828A (en) * 2021-10-29 2022-01-07 无锡市政设计研究院有限公司 Road intersection

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107067746A (en) * 2017-06-23 2017-08-18 安徽超清科技股份有限公司 Anti- disobey of intelligence accounts for bicycle lane system
CN107067746B (en) * 2017-06-23 2020-07-07 安徽超清科技股份有限公司 Intelligent non-motor vehicle lane system for preventing illegal occupation
CN107974886A (en) * 2017-11-27 2018-05-01 中铁十七局集团第二工程有限公司 One kind is used for city crossroad traffic dispersion system
CN108642983A (en) * 2018-06-01 2018-10-12 冯阳 Overpass by overpass at crossroads
CN109523808A (en) * 2018-12-27 2019-03-26 长安大学 A kind of canalization optimization method shifting left-hand rotation intersection
CN109523808B (en) * 2018-12-27 2021-07-27 长安大学 Channelized optimization method for left-turn displacement intersection
CN113897828A (en) * 2021-10-29 2022-01-07 无锡市政设计研究院有限公司 Road intersection

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Application publication date: 20160615