CN107119518B - Single-layer barrier-free full interchange system at crossroad - Google Patents

Single-layer barrier-free full interchange system at crossroad Download PDF

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CN107119518B
CN107119518B CN201710435437.1A CN201710435437A CN107119518B CN 107119518 B CN107119518 B CN 107119518B CN 201710435437 A CN201710435437 A CN 201710435437A CN 107119518 B CN107119518 B CN 107119518B
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road
crossroad
free
barrier
shaped
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CN107119518A (en
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赵树峰
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Priority claimed from CN201610526653.2A external-priority patent/CN105951548A/en
Priority claimed from CN201610558644.1A external-priority patent/CN106012728A/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
    • E01C1/04Road crossings on different levels; Interconnections between roads on different levels
    • 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
    • E01C1/02Crossings, junctions or interconnections between roads on the same level
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Abstract

A crossroad single-layer barrier-free full interchange system is characterized in that: the sidewalks are communicated with a barrier-free road through the intersection of barrier-free pedestrian passageways at the ground level of the crossroad, the M-shaped overhead bridge is arranged on the upper layer of the transverse road of the crossroad central pavement and is used for barrier-free passing of straight-going vehicles, the arc-shaped overpass is arranged on the upper layer of the longitudinal road of the crossroad central pavement and is used for barrier-free passing of straight-going vehicles, and the rhombus-shaped elevated turning ramp assembly is arranged on the upper layer of the crossroad central pavement and is used for non-interlaced all-dimensional barrier-free passing of turning vehicles. The underground passage, the traffic light and the zebra crossing are not arranged, the grade of the interchange is reduced, the occupied area and the investment are saved, and the traffic bottleneck that pedestrians pass the road on the same ground plane of the crossroad without barriers and left-turning vehicles pass through the crossroad without interweaving in a single-layer interchange and all-around without barriers and can be unblocked above the crossroad is broken through. An underground central square is arranged below the crossroad. Can be widely applied to the reconstruction of crossroads and the construction of traffic hubs.

Description

Single-layer barrier-free full interchange system at crossroad
Technical Field
Relates to a barrier-free full-intercommunication traffic facility at a plane crossing intersection of an urban road.
Background
The automobile usage amount is increased day by day in the road traffic operation, and the existing road traffic facilities can not meet the development requirements, so that the urban road traffic is blocked, and the inconvenience of the citizens going out or a plurality of potential safety hazards are caused. The existing road traffic facilities can not get rid of various problems such as the lane conflict between vehicles and pedestrians, the cross driving between vehicles, the waiting restriction of traffic lights and the like from the beginning. Only a single bridge or tunnel is usually used to alleviate the traffic congestion problem; or a big ear turning ramp or a multi-layer multi-element overpass is adopted, and a large amount of land occupation and investment are occupied; furthermore, traffic lights are arranged at the intersection to be restricted, so that vehicles in all directions stop and jam in a red light restricted area, the vicious cycle state of 'jam-release-jam' is aggravated, and the road traffic efficiency is greatly reduced. Or dummy pedestrian overpasses or pedestrian underpasses are adopted to set artificial obstacles for pedestrians to cross roads, or the basic rights of pedestrians to cross roads are neglected due to the great advantages of automobiles in modern road traffic operation, so that the congestion phenomena of intestinal obstruction, chinese type road crossing and the like can be caused. The method is mainly used for solving the problem of urban road traffic jam, and aims to give priority to road traffic and human-oriented convenience for pedestrians to go out and reduce the use amount of automobiles; the road traffic facilities are accessible, and the vehicle passing efficiency is improved.
Disclosure of Invention
The invention aims to solve the technical problem that a crossroad single-layer barrier-free full interchange system is designed at a plane crossing crossroad of an urban road, underground passages, ground turning ramps, pedestrian overpasses or pedestrian tunnels, zebra stripes and traffic lights are not arranged, pedestrians can safely, conveniently and omnidirectionally pass through the barrier-free pedestrian passages on the ground plane of the crossroad, and the use amount of automobiles is reduced; vehicles pass through the arc-shaped road-crossing bridge and the M-shaped upward-crossing bridge at the crossroad, are in barrier-free cross straight running and pass through the rhombus-shaped overhead turning ramp assembly in an all-round barrier-free turning mode, so that traffic jam is reduced, and the passing efficiency is improved. The method has the advantages that the method can realize the all-round barrier-free passing of pedestrians and vehicles only by adding a three-dimensional layer on the ground at the crossroad, reduces the grade separation layers, saves the occupied area and the investment, and breaks through the traffic bottleneck that pedestrians can pass the road on the same ground plane of the crossroad without barriers and left-turning vehicles can pass the crossroad without interweaving in a single layer and without barriers and can be unblocked at the crossroad.
In order to solve the problems in urban road traffic, the invention designs a single-layer barrier-free full interchange system at a crossroad, which comprises a longitudinal road and a transverse road, wherein the longitudinal road and the transverse road are crossed into a crossroad section, sidewalks are arranged on two sides of the longitudinal road and the transverse road, the sidewalks on two sides of the transverse road directly run straight on a crossroad ground plane without barriers to cross a road, and the sidewalks are intersected and communicated through two barrier-free pedestrian passages on the transverse road ground plane on the crossroad ground plane; the barrier-free pedestrian passage is arranged on the road surface under the M-shaped overhead bridge approach arch and is used for pedestrians to pass through the road without barriers at the crossroad; the M-shaped overhead bridge is arranged on an overhead arc-shaped cross road on a central ground plane transverse road of the cross road, so that straight-going vehicles can pass through without barriers, and the bridge approach arch ensures that pedestrians pass through the road without barriers; the arc-shaped cross-road bridge is arranged on the upper layer of a longitudinal road of a cross center road surface and is used for straight-going vehicles to pass through without barriers; the combination of the M-shaped ascending and descending bridge and the arc-shaped road-crossing bridge on the ground solves the problems that straight vehicles at the crossroad have no obstacle and vehicles turn back to turn back have no obstacle, and breaks through the trouble that pedestrians pass the road on the same ground plane of the crossroad without obstacle; the rhombus-shaped elevated turning ramp assembly is arranged on the upper layer of a cross center road surface for left-and-right turning vehicles to pass through without interweaving, all-round and barrier, overcomes the defect of outer winding land, reduces the grade of the flyover, saves the occupied area and investment, and breaks through the traffic bottleneck that the same three-dimensional grade single-layer flyover above the crossroad turns left without interweaving and barrier. The rhombus-shaped elevated turning ramp assembly is only combined with the arc-shaped road-crossing bridge to ensure that vehicles at the crossroad have no barriers and are communicated with each other completely. The rhombus-shaped elevated turning ramp assembly, the M-shaped overhead bridge and the arc-shaped road bridge are all combined in an embedded manner at the same three-dimensional level of the crossroad, and the longitudinal and transverse spans are all within the span of the arc-shaped road bridge. The longitudinal road and the transverse road are respectively provided with an accessible turn back on the ground of the crossroad, or can be used as an underground square vehicle access of the crossroad center, and the crossroad pedestrian rotary island is an underground square pedestrian elevator safety exit.
By adopting the single-layer barrier-free full-interchange system at the crossroad, pedestrians can safely, conveniently and omnidirectionally pass through the road without barriers on the same ground plane of the crossroad, a green channel is really laid for urban citizens to select public bicycles to ride in a green manner, and the using amount of automobiles is reduced; the longitudinal and transverse spans are all within the span of the arc-shaped bridge span, and the floor area of the conventional intersection is reduced by 25-50%; vehicles pass through the crossroad in an all-around barrier-free mode, traffic jam is reduced, and passing efficiency is improved by multiple times. Only one three-dimensional layer is added on the ground at the crossroad, so that the pedestrian and the vehicle can pass through the crossroad in an all-round and barrier-free way, the interchange layers are reduced, and the occupied area and the investment are saved. The technical measures realize the non-interweaving, non-obstacle and full intercommunication of the vehicles and the pedestrians at the crossroad, and break through the traffic bottleneck that the pedestrians pass the road on the same ground plane of the crossroad without obstacles and the left-turning vehicles pass the crossroad without obstacles and are unblocked. Embodies the new concept of human-oriented pedestrian and vehicle harmonious intersection. The method can be widely applied to the reconstruction of crossroads and the construction of busy intersection traffic hubs in urban centers. The urban traffic jam treatment method is environment-friendly, efficient and unique in urban aesthetic impression, and can effectively treat chronic traffic jam.
Drawings
FIG. 1 is a block diagram of the present invention of an accessible sidewalk
FIG. 2 is a view of the M-shaped overhead bridge of the present invention
FIG. 3 is an arc-shaped road-crossing bridge of the present invention
FIG. 4 is a diamond-shaped elevated turn ramp assembly of the present invention
FIG. 5 is a top view of the present invention
Fig. 6 is a perspective view of the present invention.
Detailed Description
As shown in fig. 6, a longitudinal road 1 and a transverse road 2 are crossed to form a crossroad section, sidewalks 6 are arranged on both sides of the longitudinal road 1 and the transverse road 2, motor lanes (two-way ten lanes in the figure, and motor lanes for increasing and decreasing the road conditions) are arranged between the sidewalks 6 on both sides of the road, the sidewalks 6 pass through two barrier-free pedestrian passages 8 on the transverse road 2 via four pedestrian roundabouts 7 (safety exits of pedestrian elevators in underground squares) on the same ground plane of the crossroad, the pedestrian passages 8 are arranged in parallel on the ground plane outside a return bend 2u, two identical arc approach bridges 3a extending from both ends of a bridge body of the M-shaped overhead bridge 3 penetrate through the road surface under an arch, the pedestrian passages 8 are limited in height by 2.3M (different heights can be set according to the road conditions), and are as wide as the sidewalks 6, pedestrians can pass through the road without barriers in all directions on the ground plane of the crossroad, the underground square 10 is arranged on the lower layer of the center of the crossroad, the pedestrian roundly pass through the road roundly and pass through the road and pass through the entrance of the underground square, and the pedestrian roundaboard roundly pass through the access of the underground square, and the barrier-free return bends 7 are used as the safety exits, and the entrance of the underground square elevator 1u, and the entrance of the underground square.
The M-shaped ascending and crossing bridge 3 arranged on the transverse road 2 consists of a ground level bridge body and two identical arc approach bridges 3a extending from two ends, wherein the height of the two-way four-lane is 4.3M (the visible road condition is set to have different height limits), the ascending and crossing arc-shaped overpass 4 is used for the barrier-free passing of two-way straight-going vehicles, the bridge body of the M-shaped ascending and crossing bridge 3 is arranged on the central ground level of a crossroad, the bridge body is longer than the total width of the two-way six-lane, the width of the bridge body is the two-way six-lane, two outer sides of the two-way six-lane are respectively provided with a bus platform 9, the two arc approach bridges 3a are obliquely arranged at two ends and inclined to the driving direction, the two ends and respectively are provided with an arc ramp 3b with the same radian, the arc ramp 3b and the arc approach bridge 3a are connected in parallel into a whole, the arc ramp 3b and the left-turn ramp 3 e of the rhombus elevated ramp 3 assembly 5 extend to be in straight butt joint through the M-shaped overpass, the barrier-free turn 2u and the barrier-free pedestrian passageway 8 are arranged on the arch lower road surface of the bridge 3a side by side, the road surface, the height of the road with the limit of the barrier-free pedestrian road (the barrier-free approach bridge 3) and the limit height of the road, the barrier-free pedestrian road 3 a) is set to be not more than the height of the standard road (the height of the road).
The arc-shaped cross-road bridge 4 arranged on the longitudinal road 1 is a bidirectional four-lane, the passing height is limited to 4.3M (different height limits are set on visual road conditions), the clearance height above the road surface is 4.5M (different height limits are set on visual road conditions), two-way straight-going vehicles can pass through without obstacles, the arc-shaped cross-road bridge 4 crosses the M-shaped upward cross-road 3, an obstacle-free turn-back 1u, a transverse obstacle-free sidewalk 6 and a bus station 9 are arranged below the arc-shaped cross-road bridge, the turn-back 1u is arranged on the ground plane outside the transverse sidewalk 6 at the crossroad (the ground plane is set on the visual road conditions, the passing height is limited to 3.5M (different height limits are set on the visual road conditions), and the passing-in and out of the downhill section of the arc-road bridge 4 is not more than 8/100 standard gradient.
The rhombus-shaped elevated turning ramp assembly 5 is arranged on the upper layer of the cross road surface and consists of two barrier-free left turning ramps 5a on the upper layer of the longitudinal road 1, two barrier-free left turning ramps 5b on the upper layer of the transverse road 2 and four barrier-free right turning ramps 5 c. The left turning ramp 5a and the left turning ramp 5b are arranged on the same three-dimensional layer at the upper layer of the crossroad and are not mutually interwoven, so that the straight vehicles at the crossroad are ensured to have no obstacle, left turning vehicles at the crossroad are enabled to pass through without interweaving and all-round and obstacle, and the right turning ramp 5c is ensured to pass through the road without obstacle, and right turning vehicles at the crossroad are enabled to pass through without obstacle. The left turn ramp 5a is not more than 8/100 gradient arc line right turn (included angle of longitudinal and transverse roads) goes up to a high-rise plane (clearance height is 4.5 m) and crosses a longitudinal straight lane in a circular arc shape (chord length is more than total width of five lanes and isolation belts), the same three-dimensional plane straight line extends to the outer side of the arc top of the arc-shaped bridge 4, the same three-dimensional plane straight line is parallel to the arc-shaped bridge 4 through an exit ramp 5d and goes down integrally, and the two opposite straight lanes corresponding to the longitudinal road 1 are butted to realize that the vehicle crossroad turns left without obstacles; the left turn ramp 5b is not more than 8/100 gradient arc line right turn (included angle of longitudinal and transverse roads) goes up to a raised plane (clearance height 4.5 m) and crosses a transverse straight lane in a circular arc shape (chord length is more than total width of five lanes and isolation belts) plane return turning mode, goes down to an exit ramp 5d through an exit ramp 5e in a straight line with a gradient not more than 8/100 gradient and is vertical to the ground projection, the outer side of the straight lane is in butt joint with two opposite straight lanes corresponding to the transverse road 2, and the left turn of the vehicle crossroad on the longitudinal road is free of obstacles; the upper limit height of the left turning ramp 5a and the left turning ramp 5b is 4.3m, the straight line sections of the left turning ramp 5a and the left turning ramp 5b are three-dimensionally and parallelly overlapped with the return head turning straight line section arranged on the ground, and the clearance height is 4.5m; the right turning ramp 5c is arranged outside the inlets of the left turning ramp 5a and the left turning ramp 5b, has a gradient not greater than 8/100, ascends to an arc-shaped semi-elevated plane (clearance height is 2.6 m), turns right (included angle of the longitudinal and transverse roads) not greater than 8/100, descends to the ground, and is respectively in butt joint with two opposite straight lanes on the outermost side of the longitudinal and transverse roads, so that vehicles at the crossroad can turn right without obstacles and pedestrians can pass the road without obstacles. The rhombus-shaped elevated turning ramp assembly 5 is characterized in that a left turning ramp 5a and a left turning ramp 5b are arranged on the same three-dimensional layer on the upper layer of the crossroad, and the left turning ramp 5a, the left turning ramp 5b and a right turning ramp 5c are all one-way ramps (one-way two-way is arranged according to the road condition).

Claims (1)

1. A crossroad single-layer barrier-free full-intercommunication overpass system is a barrier-free full-intercommunication traffic facility at a crossroad of a plane crossing of an urban road, and is characterized in that: the cross road is characterized in that a longitudinal road (1) and a transverse road (2) are crossed in a plane to form a cross road section, sidewalks (6) are arranged on two sides of the longitudinal road (1) and the transverse road (2), the sidewalks (6) on two sides of the transverse road (2) directly run on a cross road ground plane without obstacles, the sidewalks (6) are intersected and communicated on the cross road ground plane through two barrier-free pedestrian passages (8) on the transverse road (2) to allow pedestrians to pass through a road without obstacles at the cross road, an M-shaped overhead ramp (3) is arranged on the cross road transverse road (2) to allow straight vehicles to pass through without obstacles, an arc-shaped overhead ramp assembly (5) is arranged on the upper layer of the longitudinal road (1) of a cross center road surface to allow straight vehicles to pass through without obstacles in an all-directional interweaving mode without obstacles, a right-left-right turning vehicle pass through without obstacles and a left-right turning vehicle, the diamond-shaped overhead ramp assembly (5), the M-shaped overhead ramp (3) and the arc-shaped ramp assembly (4) are arranged on the same level of the cross road surface, three-dimensional intersection heads of the cross road (1) are embedded in the cross road surface, and the cross road (2) without obstacles, and the cross road without obstacles; the M-shaped overhead bridge (3) consists of three parts, namely a ground plane bridge body and two identical arc approach bridges (3 a) extending from two ends of the bridge body, the overhead bridge (4) is an arc-shaped overpass for barrier-free passing of bidirectional straight-running vehicles, the bridge body of the M-shaped overhead bridge (3) is arranged on the center ground plane of a cross road, two outer sides of the bridge body are respectively provided with a bus station (9), barrier-free return bends (2 u) and barrier-free pedestrian passageways (8) are arranged in parallel on the arched road surface of the arc-shaped overpass (3 a), and the barrier-free return bends (2 u) freely descend from the ground plane outside the pedestrian passageways (8) to limit the required passing height; the rhombus elevated turning ramp assembly (5) consists of two barrier-free left turning ramps (5 a) on a longitudinal road (1), two barrier-free left turning ramps (5 b) on a transverse road (2) and four barrier-free right turning ramps (5 c), wherein the left turning ramps (5 a) and the left turning ramps (5 b) are arranged on the same three-dimensional level on the upper layer of the crossroad and are not interwoven with each other, so that the straight vehicles at the crossroad are ensured to be free of barriers, the left turning vehicles at the crossroad are supplied to be free of interweaving all-dimensional barrier-free passing, and the right turning ramps (5 c) are used for ensuring that the pedestrians on the road surface pass the road without barriers and the right turning vehicles at the crossroad are supplied to be free of barriers; the straight line sections of the left turning ramp (5 a) and the left turning ramp (5 b) are overlapped with the return turning straight line section arranged on the ground in a three-dimensional parallel manner.
CN201710435437.1A 2016-07-06 2017-06-11 Single-layer barrier-free full interchange system at crossroad Active CN107119518B (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CN2016105266532 2016-07-06
CN201610526653.2A CN105951548A (en) 2016-07-06 2016-07-06 Intersection upper-layer rhombus-shaped barrier-free left turn ramp combination body
CN201610558644.1A CN106012728A (en) 2016-07-16 2016-07-16 Crossroad single-layer barrier-free fully intercommunicating flyover system
CN2016105586441 2016-07-16

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Publication Number Publication Date
CN107119518A CN107119518A (en) 2017-09-01
CN107119518B true CN107119518B (en) 2023-03-31

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110195386A (en) * 2018-02-27 2019-09-03 陈泰丰 The crossroad vehicle of traffic route intersects guidance method
CN108560342A (en) * 2018-06-14 2018-09-21 刘志涛 Combined type straight trip flat turn viaduct

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007032252A (en) * 2005-06-23 2007-02-08 Tsukinada Kensetsu Kk Grade separation structure having barrier-free cross-walk
US7234891B2 (en) * 2005-10-14 2007-06-26 Tsukinada Kensetsu Kabushiki Kaisha Multi-level road intersection
CN100473782C (en) * 2006-04-05 2009-04-01 彭振华 Non-traffic light non-barrier urban multi-level fast traffic road structure
JP2008069562A (en) * 2006-09-14 2008-03-27 Tekken Constr Co Ltd Crossroad structure
CN102322005A (en) * 2011-06-30 2012-01-18 逄承麟 Flyover
CN102660914A (en) * 2012-05-18 2012-09-12 赵鹏 Crossroad barrier-free all-direction combined type transportation junction
CN102747658B (en) * 2012-06-26 2014-10-22 赵树峰 Trunk road L-shaped crankle and branch road connection combined barrier-free all-round transportation hub
CN102995512A (en) * 2012-11-26 2013-03-27 赵树峰 Barrier-free tortoise-frame flyover for pedestrians and vehicles at town street intersection
CN102979019A (en) * 2012-11-26 2013-03-20 赵树峰 Pedestrian and vehicle barrier-free combined flyover at arterial road and branch road intersection
CN202925410U (en) * 2012-12-08 2013-05-08 田亦军 Overpass system accessible to pass
CN103966932A (en) * 2013-01-27 2014-08-06 王克俭 Totally-unobstructed single-layer overpass without occupation of land
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CN103526660A (en) * 2013-10-21 2014-01-22 卢春发 Symmetrical type full-interchange cross overpass with pedestrian-vehicle separation
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CN105648864A (en) * 2016-03-21 2016-06-08 吕雅南 Cross ring-type full-function interchange

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