WO2007112643A1 - A roadway structure without traffic lights for an urban non-stop quick traffic system - Google Patents

A roadway structure without traffic lights for an urban non-stop quick traffic system Download PDF

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Publication number
WO2007112643A1
WO2007112643A1 PCT/CN2007/000455 CN2007000455W WO2007112643A1 WO 2007112643 A1 WO2007112643 A1 WO 2007112643A1 CN 2007000455 W CN2007000455 W CN 2007000455W WO 2007112643 A1 WO2007112643 A1 WO 2007112643A1
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Prior art keywords
lane
longitudinal
intersection
traffic
lateral
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PCT/CN2007/000455
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French (fr)
Chinese (zh)
Inventor
Zhenhua Peng
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Zhenhua Peng
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Publication of WO2007112643A1 publication Critical patent/WO2007112643A1/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

Definitions

  • the invention relates to a traffic road structure, in particular to an urban vertical fast traffic road structure without traffic lights. ⁇ Background technique ⁇
  • the world uses red and green lights to regulate the traffic and traffic flow in the city through traffic road intersections to divert traffic.
  • the road setting at the intersections in the city has been used for a long time in the same plane.
  • This structure causes repeated cross-mixing of traffic in multiple directions and flow of people in multiple directions, which has obvious defects.
  • red light turns into a green light
  • 50% of the vehicles are waiting in line to stay, leaving 25% of the roads vacant, greatly reducing the efficiency of traffic and the use of existing roads. Therefore, it can be said that traffic jams at intersections are one of the most important factors for urban traffic congestion and congestion.
  • people or cars are prone to rushing, and traffic accidents are extremely likely to occur.
  • the present invention aims to solve the above problems, and provides a way to separate vehicles, crosswalks and vehicle roads, avoid vehicles staying due to waiting for red and green, improve road traffic efficiency and existing road usage, and reduce crossroads.
  • the present invention provides an urban three-dimensional rapid traffic road structure without traffic lights, including longitudinal and horizontal longitudinal lanes and lateral lanes, and is characterized by:
  • intersection of the longitudinal lane and the lateral lane is in a three-dimensional staggered configuration
  • One of the longitudinal lanes and the lateral lanes extends upward from the horizontal road surface in front of the intersection of the two lanes across the lanes perpendicular thereto and then transitions to the horizontal road surface at the rear;
  • the longitudinal lane and the lateral lane form a concave laneway on both sides and below the pedestrian crossing bridge; f. There is one between the pedestrian crossing bridges on both sides of each lane at the intersection of the longitudinal lane and the lateral lane a pedestrian passage, the pedestrian passage is connected to a pedestrian crossing at both ends;
  • the vertical staggered structure is formed by setting a viaduct lane at the intersection of the longitudinal lane and the transverse lane and crossing the vertical lane and then transitioning to the rear horizontal road surface to form a viaduct lane, and the vertical or horizontal horizontal lane is The horizontal road below the viaduct lane passes through.
  • Pedestrian passages are respectively arranged in the center of the longitudinal lane and the lateral lane.
  • the two ends of each pedestrian passage are respectively connected with the pedestrian crossing bridges on both sides of the viaduct lane, and two intersecting and three-dimensional intersecting I-shaped pedestrian passages are formed at each intersection.
  • the pedestrian access is a bridge channel that is higher than the longitudinal or lateral lane and has a width that is comparable to the width of the longitudinal lane and the central lane of the lateral lane.
  • Pedestrians around the intersection of the longitudinal lane and the lateral lane can be crossed by the pedestrian crossing directly through the longitudinal lane or the lateral lane to the other side, or by the pedestrian crossing through the pedestrian passage to the other side of the intersection, so that the person and the car are completely isolated. And do not interfere with each other.
  • the pedestrian crossing at the pedestrian crossing is an open semi-underpass, which is extended by the longitudinal lane and the lateral lane below the bridge at the pedestrian crossing bridge, and extends across the bridge to the roadway on the other side of the bridge. form.
  • No traffic lights are placed at the intersection of the longitudinal lane and the horizontal lane intersection.
  • the contribution of the present invention is that it effectively solves the problem that the existing vehicle and the intersection of the traffic road intersection, the repeated intersection of the vehicle and the person on the same horizontal plane, the detention or blockage waiting for the red and green, and the pedestrian safety through the intersection, Therefore, the accidents at intersections can be greatly reduced and the pedestrians can be safely and smoothly passed, and the traffic efficiency and the existing road utilization rate are greatly improved.
  • the implementation of the road structure can greatly alleviate the traffic congestion and traffic jam in the city. Compared with the existing urban traffic roads, the present invention has the following remarkable features:
  • the plane traffic at the intersection becomes a three-dimensional traffic, avoiding the problem of the intersection of the two and four-way main lanes.
  • Pedestrians cross the horizontal lanes and viaducts through pedestrian crossings and pedestrian passages, completely isolated from the vehicle, so they can cross the road under any circumstances without waiting for the vehicle, so there will be no casualties*L, tunnel It makes it easier, faster and safer for pedestrians to cross the road, and the cancellation of pedestrian bridges can effectively change the urban landscape.
  • the existing multi-layer, multi-bridge, multi-hole to two-layer, single-bridge greatly simplify and optimize the structure of the overpass.
  • Vehicles and pedestrians are isolated from each other and do not need to wait for traffic lights, no obstacles, no pauses, and greatly improve traffic efficiency.
  • FIG. 1 is a perspective view showing the three-dimensional structure of a three-dimensional rapid traffic road structure without traffic lights in the present invention.
  • Fig. 2 is a perspective view showing another three-dimensional structure of the urban three-dimensional rapid traffic road structure without the traffic light of the present invention.
  • FIG. 1 is a schematic illustration of a first embodiment of a traffic free urban three-dimensional rapid transit road structure 10 of the present invention.
  • the traffic-free urban three-dimensional rapid traffic road structure 10 includes a horizontal lane 11 and a longitudinal lane 12 that intersect vertically and horizontally.
  • the lateral lane 11 and the longitudinal lane 12 are vertically intersected, and may of course be a non-vertical intersection according to a specific case.
  • the traffic on the transverse lane 11 travels in a first direction 111 and an opposite second direction 112; the traffic on the longitudinal lane 12 travels in a third direction 121 and an opposite fourth direction 122.
  • the road surface at the intersection of the lateral lane 11 and the longitudinal lane 12 is a three-dimensional staggered configuration.
  • the three-dimensional staggered configuration is such that a viaduct 13 and a horizontal lane are provided at the intersection of the longitudinal lane and the lateral lane, and the lateral lane 11 passes through the viaduct 13 to form a viaduct lane.
  • the viaduct lane extends upward from the horizontal road surface in front of the lateral lane 11 across the longitudinal lane 12 perpendicular thereto and then transitions to the rear horizontal road surface to form a viaduct lane.
  • the longitudinal lane 12 is a horizontal lane which passes underneath the viaduct 13; in turn, the lateral lane 11 can also pass through the viaduct 13, when the horizontal lane of the longitudinal lane 12 passes under the viaduct 13, and the result is the same.
  • the horizontal lane 11 and the longitudinal lane 12 do not need to be provided with traffic lights at the intersection, and the traffic can pass without waiting for the traffic lights.
  • the three-dimensional staggered configuration can also be a tunnel, with the transverse lane 11 passing through the 3 ⁇ 4 lane and the longitudinal lane 12 passing through the ground above the tunnel.
  • the outer sides of the intersecting lateral lanes 11 and the longitudinal lanes 12 form four spaced first regions 14A, second regions 14B, third regions 14C and fourth regions 14D.
  • first regions 14A, second regions 14B, third regions 14C and fourth regions 14D are spaced.
  • the two-way lanes on the lateral lane 11 and the longitudinal lane 12 each extend a curved right turn at each of the horizontal roads at the front and rear of the intersection. Connect to another lane on a horizontal road perpendicular to it,
  • the traffic-free urban three-dimensional rapid transit road structure 10 of the present invention is provided with two separate spaces in the first region 14A, the second region 14B, the third region 14C, and the fourth region 14D. And turning to the opposite right turn 15, 16, each right turn is in communication with the transverse lane 11 and the longitudinal lane 11. facilitating the vehicle to steer between the lateral lane 11 and the longitudinal lane 12.
  • the specific direction of traffic flow is as follows:
  • the traffic flowing in the first direction 111 of the lateral lane 11 can pass through a single right turn in the first region 14A, and enter the third direction 121 of the longitudinal lane 12 at ninety degrees to achieve a right turn;
  • the traffic flow traveling in the first direction 111 of the lane 11 can be turned 90 degrees backward through the single-turn right turn 16 in the second region 14B into the fourth direction 122 of the longitudinal lane 12 to achieve a right turn.
  • the traffic flowing in the second direction 112 of the lateral lane 11 can pass through the single-turn right turn 15 in the third zone 14C, and enters the fourth direction 122 of the longitudinal lane 12 by ninety degrees to achieve a right turn;
  • the narrow traffic flow in the two directions 112 lines can enter the third direction 121 of the longitudinal lane 12 through the single-turn right turn 16 in the fourth row 14D to achieve a right turn.
  • the traffic flowing in the third direction 121 of the longitudinal lane 12 can pass through a single right turn in the fourth region 14D, turn 90 degrees into the second direction 112 of the lateral lane 11, and achieve a right turn;
  • the traffic flow in the three directions 121 can pass through the single-turn right turn 16 in the first area 14A, and enters the first direction 111 of the lateral lane 11 by ninety degrees to achieve a right turn.
  • the traffic flowing in the fourth direction 122 of the longitudinal lane 12 can pass through the single-turn right turn 15 in the second zone 14B, and enters the first direction 111 of the lateral lane 11 by ninety degrees to achieve a right turn;
  • the traffic of the four-way 122-line 3 history can pass through the single-turn right turn 16 in the third zone 14C, and enters the second direction 112 of the lateral lane 11 by ninety degrees to achieve a right turn.
  • the traffic flow can smoothly travel in a total of twelve directions between the lateral lane 11, the longitudinal lane 12 and between, completely canceling the traffic lights, and directly passing, so that the traffic flow is no Obstacle through the intersection road, greatly improving the efficiency of traffic. And it is convenient for the vehicle to turn into another lane.
  • the gist of the present invention is also that a crosswalk is provided along the horizontal road surface on the longitudinal lane 12 and the lateral lane 11 outside the tight intersection, and the crosswalk is a pedestrian crossing bridge for pedestrians to pass directly from the ground through the road.
  • the lateral lane 11 is passed at a crosswalk by a laneway below the crosswalk, which is a recessed open semi-underpass, which is extended by the longitudinal lane and the lateral lane below the bridge at the pedestrian crossing bridge. After crossing the bridge, it is formed upwards to the roadway on the other side of the bridge. Since the pedestrian passes directly through the road from the ground and the vehicle passes under the bridge, the vehicle and the pedestrian can pass without interference.
  • the lateral lane 11 is provided at both sides of the intersection on the two sides of the horizontal lane 11 and the second pedestrian crossing bridge 17A and the second pedestrian crossing bridge 17B.
  • the intersection of the lateral lane 11 and the first and second pedestrian crossing bridges 17A, 17B is a vertically distorted structure.
  • the three-dimensional staggered configuration is the first and second open semi-underground traffic lanes 171A, 171B, and the horizontal lane 11 passes through the first and second open semi-underground traffic lanes 171A, 171B through the first, The second person crosses the street bridges 17A, 17B.
  • the first and second pedestrian crossing bridges 17A, 17B are located on the ground surface to facilitate pedestrians.
  • the pedestrian crossing bridge of the above structure may be disposed in the longitudinal lane 12 and the other portions of the lateral lane 11, and referring to FIG. 2, the figure shows the perspective of the three-dimensional fast traffic road of the present invention, and the pedestrian crossing bridge 19A in FIG. At the intersection, but on the ground, the longitudinal lane 12 passes through the corresponding open semi-underground traffic passage 191A below the crosswalk 19A, thereby replacing the way people pass through the bridge or the tunnel, embodying the principle of people-oriented.
  • the longitudinal lane 12 is provided with a third pedestrian crossing bridge 18A and a four-person crossing bridge 18B passing through the longitudinal lane 12 on both sides of the intersection.
  • Longitudinal lane 12 with the third, four people crossing the street bridge The intersection of 18A and 18B is a three-dimensional staggered configuration.
  • the three-dimensional staggered structure is a third, fourth open semi-underground vehicle passage 181A, 181B, and the longitudinal lane 12 passes through the third and fourth open semi-underground traffic passages 181A, 181B through the third, Four people walked across the street bridges 18A, 18B.
  • the third and fourth people crossed the street bridge and set them on the ground surface to facilitate pedestrians.
  • a further gist of the present invention is that in order to allow pedestrians at the intersection of the longitudinal lane 12 and the lateral lane 11 to safely pass through the viaduct to the other side, a pedestrian crossing bridge on either side of each lane at the intersection of the longitudinal lane and the lateral lane There is a pedestrian passage 21, 22 between each, and the pedestrian passage is connected to the pedestrians at both ends.
  • the pedestrian passages are respectively disposed at the center of the two-way lane of the longitudinal lane and the lateral lane, and each of the two ends of the pedestrian passage is respectively connected with the pedestrian crossing bridge on both sides of the viaduct lane, so that each The intersections form two I-shaped pedestrian passages that are perpendicular to each other and intersect with each other.
  • the pedestrian passage is a footbridge slightly above the longitudinal or lateral lane, the width of which is comparable to the width of the longitudinal lane and the central lane of the lateral lane.
  • the two ends of the pedestrian passage 21 are respectively connected with the pedestrian crossing bridges 17A and 17B on both sides of the viaduct, and the two ends of the pedestrian passage 22 are respectively connected with the pedestrian crossing bridges 18A and 18B on both sides of the viaduct.
  • the structure allows pedestrians around the intersection of the longitudinal lane and the lateral lane to pass directly through the longitudinal lane or the lateral lane to the other side, or by a pedestrian crossing through the pedestrian passage to the other side of the intersection, obviously
  • the design makes the people and the car completely isolated and does not interfere with each other, thus greatly alleviating the increasingly serious traffic congestion at the intersections in the city.
  • the traffic light can be eliminated at the intersection of the above structure, and the structure 10 not only allows the traffic flow to pass through the intersection, but also the pedestrian can pass through. This will greatly improve traffic efficiency, greatly reduce the occurrence of traffic accidents, and ensure the safe and smooth passage of pedestrians.

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  • Architecture (AREA)
  • Civil Engineering (AREA)
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Abstract

A tridimensional roadway structure without traffic lights for an urban non-stop quick traffic system is provided, wherein: (a). a junction between a longitudinal driveway (12) and a transverse driveway (11) is in form of a stereo interlaced structure; (b). one of the longitudinal driveway (12) and the transverse driveway (11) strides over the other driveway from a level road surface in front of the junction and extends to the rear level road surface; (c). right turning lanes (15, 16) are vertically placed on the longitudinal driveway (12) or the transverse driveway (11) outside the junction for connecting to the other driveway; (d). pedestrian bridges (17A, 17B, 18A, 18B) are respectively provided over the sections of the longitudinal driveway (12) and the transverse driveway (11) adjacent to the outside of the intersection; (e). the longitudinal driveway (12) and the transverse driveway (11) form a sunken vehicle passage (171A, 171B, 181A, 181B) under the pedestrian bridges (17A, 17B, 18A, 18B) and at both sides of the same; (f). one pedestrian crossing (21, 22) is provided both end of each driveway at the intersection, the pedestrian crossings (21, 22) are interconnected to the pedestrian bridges (17A, 17B, 18A, 18B) at both end of the pedestrian crossing (21, 22).

Description

无红绿灯无障碍的城市立体快速交通道路结构  Urban three-dimensional fast traffic road structure without traffic lights
【技术领域】 [Technical Field]
本发明涉及一种交通道路结构, 特别涉及一种无红绿灯无障碍的城市立 体快速交通道路结构。 【背景技术】  The invention relates to a traffic road structure, in particular to an urban vertical fast traffic road structure without traffic lights. 【Background technique】
目前, 世界上一 ^ 都采用红、 绿灯来调节城市内通过交通道路十字路口 的车辆和人流, 以疏导交通。 然而, 长期以来城市内十字路口的道路设置一 直沿用在同一平面上的十字交叉结构, 这种结构造成多个方向的车流和多个 方向的人流的反复交叉混合, 其存在明显的缺陷, 其中之一是在等红灯变为 绿灯时, 导致 50%的车辆排队等候而滞留, 使 25%的道路空置, 大大降低交 通的效率和现有道路的使用率。 因此可以说, 十字路口交通堵塞是城市交通 拥挤和堵塞的最主要因素之一。 其次, 容易发生人或车抢道, 极容易发生交 通事故。  At present, the world uses red and green lights to regulate the traffic and traffic flow in the city through traffic road intersections to divert traffic. However, the road setting at the intersections in the city has been used for a long time in the same plane. This structure causes repeated cross-mixing of traffic in multiple directions and flow of people in multiple directions, which has obvious defects. First, when the red light turns into a green light, 50% of the vehicles are waiting in line to stay, leaving 25% of the roads vacant, greatly reducing the efficiency of traffic and the use of existing roads. Therefore, it can be said that traffic jams at intersections are one of the most important factors for urban traffic congestion and congestion. Secondly, people or cars are prone to rushing, and traffic accidents are extremely likely to occur.
为了解决交通拥挤和堵塞问题, 目前主要通过拓展道路, 修建单层、 双 层、 三层等高架桥来緩解交通压力。 但是这些高架桥只能延长跨度与远距离 道路接轨, 或只解决了上层车流畅通, 而在地面层人和车辆仍无法避免上述 问题。 因此, 提供一种人、 车辆各行其道, 不交叉, 无会车, 无滞流, 无红 绿灯的城市立体快速交通道路成为目前有待解决的技术课题。  In order to solve the problem of traffic congestion and congestion, it is mainly to expand the roads and build single-storey, double-stored, three-storey and other viaducts to alleviate traffic pressure. However, these viaducts can only extend the span to the long-distance roads, or only solve the smooth flow of the upper traffic, and people and vehicles on the ground floor still cannot avoid the above problems. Therefore, it is a technical problem to be solved to provide a city three-dimensional rapid traffic road in which people, vehicles, and vehicles do not cross each other, have no traffic, no stagnation, and no red light.
【发明内容】 [Summary of the Invention]
本发明旨在解决上述问题, 而提供一种可使车辆各行其道, 人行横道与 车辆道路分离, 避免车辆因等待红绿等而滞留, 提高道路交通效率和现有道 路使用率, 而且能减少十字路口伤亡事故且便于行人安全顺畅通过的无红绿 灯无障碍的城市立体快速交通道路结构。  The present invention aims to solve the above problems, and provides a way to separate vehicles, crosswalks and vehicle roads, avoid vehicles staying due to waiting for red and green, improve road traffic efficiency and existing road usage, and reduce crossroads. A three-dimensional rapid traffic road structure with no traffic lights and no barriers to pedestrians.
为实现上述目的, 本发明提供一种无红绿灯无障碍的城市立体快速交通 道路结构, 包括纵横交叉的纵向车道和横向车道, 其特征在于:  In order to achieve the above object, the present invention provides an urban three-dimensional rapid traffic road structure without traffic lights, including longitudinal and horizontal longitudinal lanes and lateral lanes, and is characterized by:
a、 纵向车道和横向车道交叉处呈立体交错构造;  a. The intersection of the longitudinal lane and the lateral lane is in a three-dimensional staggered configuration;
b、纵向车道和横向车道的其中之一由两车道交叉处前方的水平路面向上 延伸跨过与之垂直的车道后再过渡到后方的水平路面;  b. One of the longitudinal lanes and the lateral lanes extends upward from the horizontal road surface in front of the intersection of the two lanes across the lanes perpendicular thereto and then transitions to the horizontal road surface at the rear;
c、在纵向车道或横向车道位于交叉路口外侧设有连接至与之垂直车道的 右转弯道;  c. In the longitudinal lane or the lateral lane at the intersection outside the intersection, there is a right turn connecting to the vertical lane;
d、在紧邻交叉路口外侧的纵向车道和横向车道上沿水平路面各设有一个 人行过街桥;  d. There is a pedestrian crossing bridge along the horizontal road in the longitudinal lane and the lateral lane adjacent to the intersection outside the intersection;
e、 纵向车道和横向车道在人行过街桥两侧及下方形成下凹的车行通道; f、在位于纵向车道和横向车道交叉处的每个车道两侧的人行过街桥之间 各设有一个行人通道, 该行人通道与两端的人行过街桥相连通; 、 ,立 交错构造是在所述纵向 道和横 车道的交叉处设^高架桥车道和 跨过与之垂直的车道后再过渡到后方的水平路面而形成高架桥车道, 纵向或 横向的水平车道则从高架桥车道下方水平路面穿过。 e. The longitudinal lane and the lateral lane form a concave laneway on both sides and below the pedestrian crossing bridge; f. There is one between the pedestrian crossing bridges on both sides of each lane at the intersection of the longitudinal lane and the lateral lane a pedestrian passage, the pedestrian passage is connected to a pedestrian crossing at both ends; The vertical staggered structure is formed by setting a viaduct lane at the intersection of the longitudinal lane and the transverse lane and crossing the vertical lane and then transitioning to the rear horizontal road surface to form a viaduct lane, and the vertical or horizontal horizontal lane is The horizontal road below the viaduct lane passes through.
行人通道分别设置于纵向车道和横向车道中央, 每条行人通道两端分别 与高架桥车道两侧的人行过街桥相连通, 在每个交叉路口形成两条相互垂直 且立体交叉的工字形人行通道。  Pedestrian passages are respectively arranged in the center of the longitudinal lane and the lateral lane. The two ends of each pedestrian passage are respectively connected with the pedestrian crossing bridges on both sides of the viaduct lane, and two intersecting and three-dimensional intersecting I-shaped pedestrian passages are formed at each intersection.
行人通道是一个高于纵向车道或横向车道的桥式通道, 其宽度与纵向车 '道和横向车道中央隔离带的宽度相当。  The pedestrian access is a bridge channel that is higher than the longitudinal or lateral lane and has a width that is comparable to the width of the longitudinal lane and the central lane of the lateral lane.
纵向车道和横向车道交叉处周围的行人可由人行过街桥直接穿过纵向车 道或横向车道到另一侧, 或由人行过街桥经行人通道穿行到交叉路口的另一 侧, 使得人、 车完全隔离且互不干涉。  Pedestrians around the intersection of the longitudinal lane and the lateral lane can be crossed by the pedestrian crossing directly through the longitudinal lane or the lateral lane to the other side, or by the pedestrian crossing through the pedestrian passage to the other side of the intersection, so that the person and the car are completely isolated. And do not interfere with each other.
人行过街桥处的车行通道为敞开式半地下通道, 它是由纵向车道和横向 车道在接近人行过街桥处向桥下方延伸 , 穿过桥后向上延伸至桥的另一侧的 路面车道而形成。  The pedestrian crossing at the pedestrian crossing is an open semi-underpass, which is extended by the longitudinal lane and the lateral lane below the bridge at the pedestrian crossing bridge, and extends across the bridge to the roadway on the other side of the bridge. form.
在纵向车道和横向车道交叉处的十字路口不设置红绿灯。  No traffic lights are placed at the intersection of the longitudinal lane and the horizontal lane intersection.
本发明的贡献在于, 它有效解决了现有交通道路十字路口的车与车, 车 与人在同一水平面上的反复交叉, 因等待红绿等而滞留或堵塞以及通过十字 路口行人安全的问题, 因而可大大减少十字路口伤亡事故且便于行人安全顺 畅通过, 并大大提高了交通效率和现有道路使用率, 该道路结构的实施可大 大緩解城市的交通拥挤和堵车状况。 与现有城市交通道路相比, 本发明具有 如下显著特点:  The contribution of the present invention is that it effectively solves the problem that the existing vehicle and the intersection of the traffic road intersection, the repeated intersection of the vehicle and the person on the same horizontal plane, the detention or blockage waiting for the red and green, and the pedestrian safety through the intersection, Therefore, the accidents at intersections can be greatly reduced and the pedestrians can be safely and smoothly passed, and the traffic efficiency and the existing road utilization rate are greatly improved. The implementation of the road structure can greatly alleviate the traffic congestion and traffic jam in the city. Compared with the existing urban traffic roads, the present invention has the following remarkable features:
一、 从解决十字路口交通拥堵入手, 建立城市主干道全程路段无红灯、 无障碍的立体快速交通道路。  First, to solve the traffic congestion at the intersection, establish a three-dimensional fast traffic road without red light and barrier-free roads throughout the main road of the city.
二、 实现了直行、 左转、 右转掉头的十六向车辆各行其道, 不交叉, 无 会车无滞流, 无须设置红绿灯。  Second, the six-way vehicles that have turned straight, turned left, and turned right are not crossing each other. There is no stagnation in the car, no need to set traffic lights.
三、 通过在十字路口设置由高架桥和水平车道构成的立体交错结构, 使 十字路口的平面交通变为立体交通, 避免了两条、 四向主车道的交叉问题。  Third, by setting a three-dimensional staggered structure composed of a viaduct and a horizontal lane at the intersection, the plane traffic at the intersection becomes a three-dimensional traffic, avoiding the problem of the intersection of the two and four-way main lanes.
四、 行人通过人行过街桥和行人通道穿越水平车道和高架桥, 完全与车 辆相隔离, 因而可在任何情况下穿越马路, 而不会等待车辆, 也就不会发生 任何伤亡事 *L 、 行隧道, 使行人穿越马路更加方便、 快捷、 安全, 且取消人行天桥可有效改 观城市景观。  4. Pedestrians cross the horizontal lanes and viaducts through pedestrian crossings and pedestrian passages, completely isolated from the vehicle, so they can cross the road under any circumstances without waiting for the vehicle, so there will be no casualties*L, tunnel It makes it easier, faster and safer for pedestrians to cross the road, and the cancellation of pedestrian bridges can effectively change the urban landscape.
六、 将现有的多层、 多桥、 多洞改为两层、 单桥, 大大简化和优化了立 交桥结构。  Sixth, the existing multi-layer, multi-bridge, multi-hole to two-layer, single-bridge, greatly simplify and optimize the structure of the overpass.
七、 车辆、 行人相互隔离, 各行其道, 无须等红绿灯, 无阻碍, 无停顿, 大大提高了交通效率。  7. Vehicles and pedestrians are isolated from each other and do not need to wait for traffic lights, no obstacles, no pauses, and greatly improve traffic efficiency.
八、 结构筒单, 易于施工, 并可大大节约成本。 【附图说明】 Eight, the structure of the single, easy to construct, and can greatly save costs. [Description of the Drawings]
图 1是本发明无红绿灯无障碍的城市立体快速交通道路结构立体结构示 意图。  BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing the three-dimensional structure of a three-dimensional rapid traffic road structure without traffic lights in the present invention.
图 2是本发明无红绿灯无障碍的城市立体快速交通道路结构另一立体结 构示意图。  Fig. 2 is a perspective view showing another three-dimensional structure of the urban three-dimensional rapid traffic road structure without the traffic light of the present invention.
【具体实施方式】 【detailed description】
以下结合附图对本发明进行详细说明。  The invention will be described in detail below with reference to the accompanying drawings.
图 1为本发明的无红绿灯无障碍的城市立体快速交通道路结构 10的第一 实施例的示意图。该无红绿灯无障碍的城市立体快速交通道路结构 10包括纵 横交叉的横向车道 11和纵向车道 12。 在本实施例中该横向车道 11和纵向车 道 12为垂直交叉, 当然根据具体的情况, 也可为非垂直交叉设置。 该横向车 道 11上的车流沿第一方向 111和相反的第二方向 112行驶; 该纵向车道 12 上的车流沿第三方向 121和相反的第四方向 122行马史。  BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a schematic illustration of a first embodiment of a traffic free urban three-dimensional rapid transit road structure 10 of the present invention. The traffic-free urban three-dimensional rapid traffic road structure 10 includes a horizontal lane 11 and a longitudinal lane 12 that intersect vertically and horizontally. In the present embodiment, the lateral lane 11 and the longitudinal lane 12 are vertically intersected, and may of course be a non-vertical intersection according to a specific case. The traffic on the transverse lane 11 travels in a first direction 111 and an opposite second direction 112; the traffic on the longitudinal lane 12 travels in a third direction 121 and an opposite fourth direction 122.
所述横向车道 11和纵向车道 12的交叉处的路面为立体交错构造。 具体 地讲,该立体交错构造是所述纵向车道和横向车道的交叉处设置高架桥 13和 水平车道, 横向车道 11从高架桥 13上通过, 形成高架桥车道。 更具体地讲, 该高架桥车道由横向车道 11 前方的水平路面向上延伸跨过与之垂直的纵向 车道 12后再过渡到后方的水平路面而形成高架桥车道。 纵向车道 12为水平 车道, 它从高架桥 13下面穿过; 反过来, 横向车道 11也可从高架桥 13上通 过, 此时纵向车道 12的水平车道就从高架桥 13下穿过, 其结果一样。 通过 该立体交错构造, 横向车道 11和纵向车道 12在交叉路口无须设置红绿灯, 车流可无须等待红绿灯而不间断地通行。 当然, 该立体交错构造也可为隧道, 横向车道 11从! ¾道中通过, 纵向车道 12从隧道上的地面通过。  The road surface at the intersection of the lateral lane 11 and the longitudinal lane 12 is a three-dimensional staggered configuration. Specifically, the three-dimensional staggered configuration is such that a viaduct 13 and a horizontal lane are provided at the intersection of the longitudinal lane and the lateral lane, and the lateral lane 11 passes through the viaduct 13 to form a viaduct lane. More specifically, the viaduct lane extends upward from the horizontal road surface in front of the lateral lane 11 across the longitudinal lane 12 perpendicular thereto and then transitions to the rear horizontal road surface to form a viaduct lane. The longitudinal lane 12 is a horizontal lane which passes underneath the viaduct 13; in turn, the lateral lane 11 can also pass through the viaduct 13, when the horizontal lane of the longitudinal lane 12 passes under the viaduct 13, and the result is the same. With the three-dimensional staggered configuration, the horizontal lane 11 and the longitudinal lane 12 do not need to be provided with traffic lights at the intersection, and the traffic can pass without waiting for the traffic lights. Of course, the three-dimensional staggered configuration can also be a tunnel, with the transverse lane 11 passing through the 3⁄4 lane and the longitudinal lane 12 passing through the ground above the tunnel.
所述交叉的横向车道 11和纵向车道 12的外部形成四个隔开的第一区域 14A、 第二区域 14B、 第三区域 14C和第四区域 14D。 为了便于车辆可在横 向车道 11和该纵向车道 12之间转向, 横向车道 11和纵向车道 12上的双向 车道在各车道位于交叉处前方和后方的水平路面各延伸出一个弧形右转弯 道, 连接至与之垂直的水平路面的另一车道, The outer sides of the intersecting lateral lanes 11 and the longitudinal lanes 12 form four spaced first regions 14A, second regions 14B, third regions 14C and fourth regions 14D. In order to facilitate the vehicle to be steered between the lateral lane 11 and the longitudinal lane 12, the two-way lanes on the lateral lane 11 and the longitudinal lane 12 each extend a curved right turn at each of the horizontal roads at the front and rear of the intersection. Connect to another lane on a horizontal road perpendicular to it,
Figure imgf000005_0001
Figure imgf000005_0001
垂直的另一车道。 Another lane in vertical.
具体地讲, 本发明无红绿灯无障碍的城市立体快速交通道路结构 10于所 述笫一区域 14A、 第二区域 14B、 第三区域 14C和第四区域 14D内各设有两 条相互隔开, 且转向相反的右转弯道 15、 16, 每个右转弯道均与所述横向车 道 11和该纵向车道 11.相通, 便于车辆在横向车道 11和该纵向车道 12之间 转向。 车流具体走向如下:  Specifically, the traffic-free urban three-dimensional rapid transit road structure 10 of the present invention is provided with two separate spaces in the first region 14A, the second region 14B, the third region 14C, and the fourth region 14D. And turning to the opposite right turn 15, 16, each right turn is in communication with the transverse lane 11 and the longitudinal lane 11. facilitating the vehicle to steer between the lateral lane 11 and the longitudinal lane 12. The specific direction of traffic flow is as follows:
沿横向车道 11的第一方向 111行驶的车流可通过第一区域 14A中单行的 右转弯道 15, 转九十度进入纵向车道 12的第三方向 121, 实现右转; 沿横向 车道 11的第一方向 111行驶的车流可通过第二区域 14B中单行的右转弯道 16向后方转九十度进入纵向车道 12的第四方向 122, 实现右转。 The traffic flowing in the first direction 111 of the lateral lane 11 can pass through a single right turn in the first region 14A, and enter the third direction 121 of the longitudinal lane 12 at ninety degrees to achieve a right turn; The traffic flow traveling in the first direction 111 of the lane 11 can be turned 90 degrees backward through the single-turn right turn 16 in the second region 14B into the fourth direction 122 of the longitudinal lane 12 to achieve a right turn.
沿横向车道 11的第二方向 112行驶的车流可通过第三区域 14C中单行的 右转弯道 15, 转九十度进入纵向车道 12的第四方向 122, 实现右转; 沿横向 车道 11的笫二方向 112行狹的车流可通过第四区域 14D中单行的右转弯道 16转九十度进入纵向车道 12的第三方向 121, 实现右转。  The traffic flowing in the second direction 112 of the lateral lane 11 can pass through the single-turn right turn 15 in the third zone 14C, and enters the fourth direction 122 of the longitudinal lane 12 by ninety degrees to achieve a right turn; The narrow traffic flow in the two directions 112 lines can enter the third direction 121 of the longitudinal lane 12 through the single-turn right turn 16 in the fourth row 14D to achieve a right turn.
沿纵向车道 12的第三方向 121行驶的车流可通过第四区域 14D中单行的 右转弯道 15, 转九十度进入横向车道 11的第二方向 112, 实现右转; 沿纵向 车道 12的第三方向 121行驶的车流可通过第一区域 14A中单行的右转弯道 16, 转九十度进入横向车道 11的第一方向 111 , 实现右转。  The traffic flowing in the third direction 121 of the longitudinal lane 12 can pass through a single right turn in the fourth region 14D, turn 90 degrees into the second direction 112 of the lateral lane 11, and achieve a right turn; The traffic flow in the three directions 121 can pass through the single-turn right turn 16 in the first area 14A, and enters the first direction 111 of the lateral lane 11 by ninety degrees to achieve a right turn.
沿纵向车道 12的第四方向 122行驶的车流可通过第二区域 14B中单行的 右转弯道 15, 转九十度进入横向车道 11的第一方向 111 , 实现右转; 沿纵向 车道 12的第四方向 122行 3史的车流可通过第三区域 14C中单行的右转弯道 16, 转九十度进入横向车道 11的第二方向 112, 实现右转。  The traffic flowing in the fourth direction 122 of the longitudinal lane 12 can pass through the single-turn right turn 15 in the second zone 14B, and enters the first direction 111 of the lateral lane 11 by ninety degrees to achieve a right turn; The traffic of the four-way 122-line 3 history can pass through the single-turn right turn 16 in the third zone 14C, and enters the second direction 112 of the lateral lane 11 by ninety degrees to achieve a right turn.
通过以上横向车道 11、纵向车道 12和辅道的设计,车流可在横向车道 11、 纵向车道 12以及之间的共十二个方向顺畅行驶, 完全可取消红绿灯, 而直接 通行, 从而让车流无障碍地穿过十字路口道路, 大大提高交通的效率。 而且 方便车辆转入另一车道行驶。  Through the design of the above lateral lane 11, longitudinal lane 12 and auxiliary road, the traffic flow can smoothly travel in a total of twelve directions between the lateral lane 11, the longitudinal lane 12 and between, completely canceling the traffic lights, and directly passing, so that the traffic flow is no Obstacle through the intersection road, greatly improving the efficiency of traffic. And it is convenient for the vehicle to turn into another lane.
本发明要点还在于, 在紧部交叉路口外侧的纵向车道 12和横向车道 11 上沿水平路面各设有一个人行横道, 该人行横道是一个供行人直接从地面通 过马路的人行过街桥, 该纵向车道 12和横向车道 11在人行横道处由人行横 道下方的车行通道通过, 该车行通道为下凹的敞开式半地下通道, 它是由纵 向车道和横向车道在接近人行过街桥处向桥下方延伸 , 穿过桥后向上延伸至 桥的另一侧的路面车道而形成, 由于行人直接由地面穿过马路, 而车辆从桥 下通过, 车辆和行人均可互不干涉地无障碍通过。  The gist of the present invention is also that a crosswalk is provided along the horizontal road surface on the longitudinal lane 12 and the lateral lane 11 outside the tight intersection, and the crosswalk is a pedestrian crossing bridge for pedestrians to pass directly from the ground through the road. And the lateral lane 11 is passed at a crosswalk by a laneway below the crosswalk, which is a recessed open semi-underpass, which is extended by the longitudinal lane and the lateral lane below the bridge at the pedestrian crossing bridge. After crossing the bridge, it is formed upwards to the roadway on the other side of the bridge. Since the pedestrian passes directly through the road from the ground and the vehicle passes under the bridge, the vehicle and the pedestrian can pass without interference.
具体地讲,横向车道 11于交叉处两侧设有分别横跨横向车道 11的笫一人 行过街桥 17A和第二人行过街桥 17B。横向车道 11与第一、第二人行过街桥 17A、 17B的交汇处为上下立体错开构造。根据以人为本的原则, 该立体错开 构造为第一、 第二敞开式半地下车行通道 171A、 171B, 横向车道 11通过第 一、第二敞开式半地下车行通道 171A、 171B穿过第一、第二人行过街桥 17A、 17B, 该第一、 第二人行过街桥 17A、 17B设于地表面上, 便于行人通过。 此外, 纵向车道 12和横向车道 11的其他地方也可设置上述结构的人行 过街桥, 参阅图 2, 该图示出了本发明的立体快速交通道路远景, 图 2 中的 人行过街桥 19A处于非十字路口, 但其设于地面, 而纵向车道 12从该人行 横道 19A下方对应的敞开式半地下车行通道 191A通过, 从而取代人从天桥 或隧道中通过的方式, 体现以人为本的原则。  Specifically, the lateral lane 11 is provided at both sides of the intersection on the two sides of the horizontal lane 11 and the second pedestrian crossing bridge 17A and the second pedestrian crossing bridge 17B. The intersection of the lateral lane 11 and the first and second pedestrian crossing bridges 17A, 17B is a vertically distorted structure. According to the principle of people-oriented, the three-dimensional staggered configuration is the first and second open semi-underground traffic lanes 171A, 171B, and the horizontal lane 11 passes through the first and second open semi-underground traffic lanes 171A, 171B through the first, The second person crosses the street bridges 17A, 17B. The first and second pedestrian crossing bridges 17A, 17B are located on the ground surface to facilitate pedestrians. In addition, the pedestrian crossing bridge of the above structure may be disposed in the longitudinal lane 12 and the other portions of the lateral lane 11, and referring to FIG. 2, the figure shows the perspective of the three-dimensional fast traffic road of the present invention, and the pedestrian crossing bridge 19A in FIG. At the intersection, but on the ground, the longitudinal lane 12 passes through the corresponding open semi-underground traffic passage 191A below the crosswalk 19A, thereby replacing the way people pass through the bridge or the tunnel, embodying the principle of people-oriented.
同理, 纵向车道 12于交叉处两侧设有分别穿过纵向车道 12的第三人行 过街桥 18A和笫四人行过街桥 18B。 纵向车道 12与第三、 笫四人行过街桥 18A、 18B的交汇处为立体错开构造。 为了以人为本的原则, 该立体错开构造 为三、 第四敞开式半地下车行通道 181A、 181B, 纵向车道 12通过第三、 第 四敞开式半地下车行通道 181A、 181B穿过第三、第四人行过街桥 18A、 18B, 该第三、 笫四人行过街桥设于地表面上, 便于行人通过。 Similarly, the longitudinal lane 12 is provided with a third pedestrian crossing bridge 18A and a four-person crossing bridge 18B passing through the longitudinal lane 12 on both sides of the intersection. Longitudinal lane 12 with the third, four people crossing the street bridge The intersection of 18A and 18B is a three-dimensional staggered configuration. In order to be people-oriented, the three-dimensional staggered structure is a third, fourth open semi-underground vehicle passage 181A, 181B, and the longitudinal lane 12 passes through the third and fourth open semi-underground traffic passages 181A, 181B through the third, Four people walked across the street bridges 18A, 18B. The third and fourth people crossed the street bridge and set them on the ground surface to facilitate pedestrians.
本发明的进一步要点在于, 为了使纵向车道 12和横向车道 11的交叉路 口的行人能安全穿过高架桥至另一侧, 在位于纵向车道和横向车道交叉处的 每个车道两侧的人行过街桥之间各设有一个行人通道 21、 22, 该行人通道与 两端的人行过 相连通。  A further gist of the present invention is that in order to allow pedestrians at the intersection of the longitudinal lane 12 and the lateral lane 11 to safely pass through the viaduct to the other side, a pedestrian crossing bridge on either side of each lane at the intersection of the longitudinal lane and the lateral lane There is a pedestrian passage 21, 22 between each, and the pedestrian passage is connected to the pedestrians at both ends.
参阅图 1、 图 2, 所述行人通道分别设置于纵向车道和横向车道的双向车 道中央的隔离带处, 每条行人通道两端分别与高架桥车道两侧的人行过街桥 相连通, 使得在每个交叉路口形成两条相互垂直且立体交叉的工字形人行通 道。 所述行人通道是一个略高于纵向车道或横向车道的人行桥, 其宽度与纵 向车道和横向车道中央隔离带的宽度相当。 图 1中, 行人通道 21的两端分别 与高架桥两侧的人行过街桥 17A、 17B相连通, 行人通道 22的两端分别与高 架桥两侧的人行过街桥 18A、 18B相连通。 该结构使得纵向车道和横向车道 交叉处周围的行人可由人行过街桥直接穿过纵向车道或横向车道到另一侧, 或由人行过街桥经行人通道穿行到交叉路口的另一侧, 很显然, 该设计使得 人、 车完全隔离且互不干涉, 因而可大大緩解城市中十字路口处日益严重的 交通拥堵状况。  Referring to FIG. 1 and FIG. 2, the pedestrian passages are respectively disposed at the center of the two-way lane of the longitudinal lane and the lateral lane, and each of the two ends of the pedestrian passage is respectively connected with the pedestrian crossing bridge on both sides of the viaduct lane, so that each The intersections form two I-shaped pedestrian passages that are perpendicular to each other and intersect with each other. The pedestrian passage is a footbridge slightly above the longitudinal or lateral lane, the width of which is comparable to the width of the longitudinal lane and the central lane of the lateral lane. In Fig. 1, the two ends of the pedestrian passage 21 are respectively connected with the pedestrian crossing bridges 17A and 17B on both sides of the viaduct, and the two ends of the pedestrian passage 22 are respectively connected with the pedestrian crossing bridges 18A and 18B on both sides of the viaduct. The structure allows pedestrians around the intersection of the longitudinal lane and the lateral lane to pass directly through the longitudinal lane or the lateral lane to the other side, or by a pedestrian crossing through the pedestrian passage to the other side of the intersection, obviously The design makes the people and the car completely isolated and does not interfere with each other, thus greatly alleviating the increasingly serious traffic congestion at the intersections in the city.
借此, 在上述结构的十字路口可取消红绿灯,该结构 10不仅让车流无障 碍通过十字路口, 而且行人也可无障碍通过。 从而大大提供交通效率, 大大 减少交通事故的发生, 确保行人安全顺畅通行。  Thereby, the traffic light can be eliminated at the intersection of the above structure, and the structure 10 not only allows the traffic flow to pass through the intersection, but also the pedestrian can pass through. This will greatly improve traffic efficiency, greatly reduce the occurrence of traffic accidents, and ensure the safe and smooth passage of pedestrians.
尽管通过以上实施例对本发明进行了揭示, 但是本发明的范围并不局限 于此, 在不偏离本发明构思的条件下, 以上各构件可用所属技术领域人员了 解的相似或等同元件来替换。  Although the present invention has been disclosed by the above embodiments, the scope of the present invention is not limited thereto, and the above components may be replaced by similar or equivalent elements understood by those skilled in the art without departing from the scope of the present invention.

Claims

权 利 要 求 Rights request
1、一种无红绿灯无障碍的城市立体快速交通道路结构, 包括纵横交叉的 纵向车道和横向车道, 其特征在于: 1. A three-dimensional fast traffic road structure without traffic lights, including vertical and horizontal longitudinal lanes and lateral lanes, characterized by:
a、 纵向车道和横向车道交叉处呈立体交错构造;  a. The intersection of the longitudinal lane and the lateral lane is in a three-dimensional staggered configuration;
b、纵向车道和横向车道的其中之一由两车道交叉处前方的水平路面向上 延伸跨过与之垂直的车道后再过渡到后方的水平路面;  b. One of the longitudinal lanes and the lateral lanes extends upward from the horizontal road surface in front of the intersection of the two lanes across the lanes perpendicular thereto and then transitions to the horizontal road surface at the rear;
c、在纵向车道或横向车道位于交叉路口外侧设有连接至与之垂直车道的 右转弯道;  c. In the longitudinal lane or the lateral lane at the intersection outside the intersection, there is a right turn connecting to the vertical lane;
d、在紧邻交叉路口外侧的纵向车道和横向车道上沿水平路面各设有一个 人行过街桥;  d. There is a pedestrian crossing bridge along the horizontal road in the longitudinal lane and the lateral lane adjacent to the intersection outside the intersection;
e、 纵向车道和横向车道在人行过狗桥两侧及下方形成下凹的车行通道; f、在位于纵向车道和横向车道交叉处的每个车道两侧的人行过街桥之间 各设有一个行人通道, 该行人通道与两端的人行过街桥相连通;  e. The longitudinal lane and the lateral lane form a concave laneway on both sides and below the pedestrian bridge; f. each is arranged between the pedestrian crossing bridges on both sides of each lane at the intersection of the longitudinal lane and the lateral lane a pedestrian passage that is connected to a pedestrian crossing at both ends;
2、 如权利要求 1所述的无红绿灯无障碍的城市立体快速交通道路结构, 其特征在于, 所述立体交错构造是在所述纵向车道和横向车道的交叉处设置 高架桥车道和水平车道, 其中的横向或纵向车道由两车道交叉处前方的水平 路面向上延伸跨过与之垂直的车道后再过渡到后方的水平路面而形成高架桥 车道, 纵向或横向的水平车道则从高架桥车道下方水平路面穿过。  2. The traffic light-free urban three-dimensional fast traffic road structure according to claim 1, wherein the three-dimensional staggered configuration is to provide a viaduct lane and a horizontal lane at an intersection of the longitudinal lane and the lateral lane, wherein The horizontal or vertical lane is formed by the horizontal road ahead of the intersection of the two lanes extending across the vertical lane and then transitioning to the rear horizontal road to form a viaduct lane. The horizontal or horizontal horizontal lane is worn from the horizontal pavement below the viaduct lane. Over.
3、 如权利要求 1所述的无红绿灯无障碍的城市立体快速交通道路结构, 其特征在于, 所述行人通道分别设置于纵向车道和横向车道中央, 每条行人 通道两端分别与高架桥车道两侧的人行过街桥相连通, 在每个交叉路口形成 两条目互垂直且立体交叉的工字形人行通道。  3. The traffic-free urban three-dimensional fast traffic road structure according to claim 1, wherein the pedestrian passages are respectively disposed in the center of the longitudinal lane and the lateral lane, and each of the two ends of the pedestrian passage and the viaduct lane are respectively The sidewalks are connected by street bridges, and at each intersection, two I-shaped pedestrian passages with mutually perpendicular and three-dimensional intersections are formed.
4、 如权利要求 3所述的无红绿灯无障碍的城市立体快速交通道路结构, 其特征在于, 所述行人通道是一个高于纵向车道或横向车道的桥式通道, 其 宽度与纵向车道和横向车道中央隔离带的宽度相当。  4. The traffic light-free urban three-dimensional fast traffic road structure according to claim 3, wherein the pedestrian passage is a bridge passage higher than a longitudinal lane or a lateral lane, and the width and the longitudinal lane and the lateral direction are The width of the central belt of the lane is equivalent.
5、 如权利要求 3所述的无红绿灯无障碍的城市立体快速交通道路结构, 其特征在于, 纵向车道和横向车道交叉处周围的行人可由人行过街桥直接穿 过纵向车道或横向车道到另一侧, 或由人行过街桥经行人通道穿行到交叉路 口的另一侧, 使得人、 车完全隔离且互不千涉。  5. The traffic-free urban three-dimensional fast traffic road structure according to claim 3, wherein the pedestrians around the intersection of the longitudinal lane and the lateral lane are directly passable by the pedestrian crossing bridge through the longitudinal lane or the lateral lane to the other On the side, or by pedestrian crossing the pedestrian passage through the pedestrian passage to the other side of the intersection, so that people and cars are completely isolated and not involved.
6、 如权利要求 1所述的无红绿灯无障碍的城市立体快速交通道路结构, 其特征在于, 所述人行过街桥处的车行通道为敞开式半地下通道, 它是由纵 向车道和横向车道在接近人行过街桥处向桥下方延伸, 穿过桥后向上延伸至 桥的另一侧的路面车道而形成。  6. The traffic-free urban three-dimensional rapid transit road structure according to claim 1, wherein the pedestrian lane at the pedestrian crossing bridge is an open semi-underground passage, which is composed of a longitudinal lane and a lateral lane. It extends below the bridge near the pedestrian crossing, and passes through the bridge and then extends upward to the roadway on the other side of the bridge.
7、 如权利要求 1所述的无红绿灯无障碍的城市立体快速交通道路结构, 其特征在于, 在纵向车道和横向车道交叉处的十字路口不设置红绿灯。  7. The traffic light-free urban three-dimensional express traffic road structure according to claim 1, wherein no traffic light is provided at the intersection of the longitudinal lane and the lateral lane intersection.
PCT/CN2007/000455 2006-04-05 2007-02-09 A roadway structure without traffic lights for an urban non-stop quick traffic system WO2007112643A1 (en)

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