WO2014040568A1 - Crossroad overpass and road network - Google Patents

Crossroad overpass and road network Download PDF

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Publication number
WO2014040568A1
WO2014040568A1 PCT/CN2013/083583 CN2013083583W WO2014040568A1 WO 2014040568 A1 WO2014040568 A1 WO 2014040568A1 CN 2013083583 W CN2013083583 W CN 2013083583W WO 2014040568 A1 WO2014040568 A1 WO 2014040568A1
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WO
WIPO (PCT)
Prior art keywords
road
horizontal
longitudinal
vertical
way
Prior art date
Application number
PCT/CN2013/083583
Other languages
French (fr)
Chinese (zh)
Inventor
王建友
Original Assignee
Wang Jianyou
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from CN2012103624370A external-priority patent/CN102864708A/en
Priority claimed from CN 201220534658 external-priority patent/CN202809424U/en
Priority claimed from CN 201220574912 external-priority patent/CN202830671U/en
Priority claimed from CN201210567404.XA external-priority patent/CN103015282B/en
Application filed by Wang Jianyou filed Critical Wang Jianyou
Publication of WO2014040568A1 publication Critical patent/WO2014040568A1/en

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Classifications

    • 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 present invention relates to the field of road traffic, and in particular to a crossroad overpass and a road network. Background technique
  • intersections generally consist of longitudinal roads and horizontal roads.
  • the most common is that the longitudinal and lateral roads intersect each other on the same plane, as shown in Figure 1.
  • the traffic flow of such intersections can only be scheduled by means of traffic lights.
  • the traffic on the vertical or horizontal roads is stopped, and the traffic on the roads in the other direction can be realized.
  • the scheme of alternately stopping and passing the longitudinal and lateral roads often causes the vehicles to gather and congest, which brings inconvenience to the traffic flow.
  • the vehicle needs to make a left turn, since the left-turning vehicle needs to traverse the entire traveling area of the opposite traffic, it is possible to drive into the lane to the left side, and the left turn of the intersection is small.
  • the left turn is narrow, and the left-turning vehicle can easily collide with the crowded traffic that is coming in, causing a traffic accident.
  • a roundabout type crossroad is designed in the prior art.
  • an "island” is arranged at the intersection of the road, and a circular road is arranged around the “island", thereby being Named "Circle Island”.
  • the longitudinal and lateral roads are brought together at the roundabout intersection, turn all the way to the right and turn counterclockwise along the circular road.
  • you reach the road junction you want to transfer turn right and enter the road.
  • all vehicles can only make a right turn and can turn to the left side of the road by turning right and three-quarters of a circle, thus avoiding vehicle collisions and traffic accidents caused by left turns.
  • straight-through vehicles will have to slow down, turn and cycle through this roundabout intersection, which slows down the speed of straight traffic on a vertical or horizontal road, and turns right and rings three-quarters of a circle. Instead of direct left turn, it not only slows down the traffic speed, but also effectively alleviates the problem of traffic concentration and congestion.
  • CN202559203U discloses a cross-shaped overpass, as shown in Fig. 3, including a cross-shaped straight lane of the upper and lower layers, and two downward curved ramps.
  • the two downward curved ramps respectively start from the upper right lane crossing the intersection of the cross, and are bent downward to extend to the lower right lane adjacent to the upper right lane to realize the left lane driving.
  • the turn also includes two left-turning lanes, the two left-turning lanes respectively starting from the lower-level right lane, passing through the lower-level lane through the tunnel, and connecting to the upper right lane through the ascending ramp to the ground, thereby realizing the lower lane Turn left on the train.
  • the left and lower lanes of the vehicle will not cross the driving route of the straight-through vehicle when turning left, which solves the problem that the left turn of the vehicle is inconvenient and prone to accidents, but the upper and lower layers, the outward expansion, and the three-dimensional surround
  • the complex structure will occupy a large plane area and a three-dimensional space, which is not only expensive, but also greatly increases the space cost of highway planning for a crowded city.
  • the installation of such overpasses at the existing intersections will be greatly restricted.
  • the roadside buildings are relatively close to the road, so that no such overpasses are left. The necessary space.
  • the vehicle Since the lane for the turning of the vehicle is of an arc type design, the vehicle needs to be decelerated after being transferred from the straight lane to the arc lane, and the speed can be increased after re-entering the straight lane and regaining a higher speed; however, The arc-shaped lane is long and requires a long period of low-speed driving, which causes traffic jams due to slow driving speed.
  • the technical problem to be solved by the present invention is that the intersection design in the prior art cannot simultaneously solve the problem that the traveling speed is low, the collision is easy when the vehicle turns, and the design structure is complicated to occupy a large space; thus, a high driving can be realized.
  • Speed the probability of collision of the vehicle during cornering is low, and the design structure is simple. It saves the crossroad overpass and the road network with the overpass.
  • a crossroad overpass which is composed of a bridge road and a bridge road.
  • the bridge road includes a longitudinal road, a horizontal road, a vertical road, and a horizontal road.
  • the bridge road includes a vertical road and a horizontal road.
  • Longitudinal Road, Longitudinal Road, Henger Road, and Hengsi Road are two-way roads with two opposite traffic directions, including at least two lanes; Longitudinal Road, Longitudinal Road, Hengyi Road, Hengsan Road They are all one-way roads with only one traffic direction and at least one lane.
  • the horizontal one road and the third horizontal road only have one traffic direction that turns from the longitudinal road section into the horizontal road section; the longitudinal one road and the third longitudinal road only have one traffic flow direction that turns from the horizontal road section into the longitudinal road section.
  • the longitudinal two-way and the horizontal three-way connection have a first extended bridge surface area; the vertical four-way and the horizontal one-way connection have a second extended bridge surface area.
  • the longitudinal two-way and the horizontal one-way connection have a first extended bridge deck area; the vertical four-way and the horizontal three-way joint have a second extended bridge deck area.
  • the bridge road further includes a vertical five road and a vertical six road, wherein the vertical five road and the vertical two road are located on both sides of the longitudinal one; the vertical six road and the vertical four road are located on both sides of the longitudinal three road.
  • the vertical five-way and the vertical six-way are all one-way roads, and have only one traffic direction, including at least one lane.
  • the vertical five road and the horizontal three road joint have a first extended bridge deck area; the vertical six road and the horizontal one road have a second extended bridge deck area.
  • the vertical five-way and the horizontal one-way connection have a first extended bridge deck area; the vertical six-way and the horizontal three-way joint have a second extended bridge deck area.
  • the bridge road also includes Hengwu Road and Hengliu Road.
  • Hengwu Road and Henger Road are located on both sides of Hengyi Road; Hengliu Road and Hengsi Road are located on both sides of Hengsan Road.
  • Hengwu Road and Hengliu Road are all one-way roads, and only have one traffic direction, including at least one lane.
  • guardrails are provided on both sides of the bridge and the bridge.
  • the bridge road further includes a vertical road, a vertical road, a horizontal road, and a horizontal road, which are respectively adjacent to the longitudinal road, the vertical road, the horizontal road, and the third road of the bridge road, and have the same traffic flow direction, wherein
  • the vertical two roads, the longitudinal four roads, the Hengyi Road and the Hengsan Road on the bridge road are respectively located above the bridge road, and the vertical projections of the longitudinal road, the longitudinal four road, the Hengyi Road and the Hengsan Road on the bridge road do not exceed the bridge road.
  • the outer contour also includes the vertical road, the vertical road, the vertical road, the vertical road, the vertical road, the vertical road, the vertical road, the vertical road, the horizontal road, and the third road.
  • a road network having an intersection of the above-mentioned crossroads at the intersection of the road network.
  • the road network includes two adjacent intersections, wherein the crossroads are provided with the above-mentioned crossroad overpass, wherein the crossroad of the crossover overpass passes through the two-way road of the bridge road of the two-way road and the other crossroad overpass connected.
  • the road network includes two adjacent intersections, wherein the crossroads are provided with the above-mentioned crossroad overpass, wherein the crossroad of the crossover overpass passes through the two-way road and the crosswalk of the other crossover overpass The roads are connected together.
  • At least one overpass is disposed between the two overpasses and communicated with each other through the interchange bridge.
  • the crossroad overpass of the present invention is provided by a bridge road including a longitudinal road, a horizontal road, a vertical road, a horizontal road, and a bridge road including a longitudinal road, a horizontal road, a vertical road, and a horizontal road.
  • the longitudinal traffic flow mainly passes through the bridge road
  • the horizontal traffic flow mainly passes through the bridge under the road.
  • the longitudinal traffic and the horizontal traffic do not need to alternately stop and pass, thus effectively dividing the longitudinal traffic and the horizontal traffic, even if there is no traffic light for traffic command and dispatch.
  • the traffic can also pass smoothly, so that the traffic at the intersection is orderly, avoiding the accumulation and congestion of the traffic flow; compared to the prior art roundabout intersection and the overpass with curved ramp, the crossover overpass in the present invention
  • the straight traffic flow on the bridge road and the bridge road does not need to be decelerated, turned and looped, so as not to adversely affect the traveling speed of the straight traffic flow; compared with the overpass of Fig. 3, the road junction turning section of the invention is short.
  • the road used for turning is wider because it can make the vehicle turn Short time, therefore, the vehicle can travel speed immediately after the intersection turn.
  • the section of the overpass is longer, the section for turning is smaller, and the turning range is large.
  • the vehicle travels at a low speed for a long time during cornering, which may affect the speed of other vehicles, which may occur. traffic congestion.
  • the interference of the turning traffic of the crossover overpass of the present invention is significantly reduced, and the collision of the vehicle is not easy, thereby effectively reducing the incidence of traffic accidents; and the plane area and the three-dimensional space occupied by the simple structure are smaller, compared with In the prior art, various three-dimensional multi-layered overpasses not only save engineering cost, but also greatly save the area and space cost of highway planning.
  • the present invention provides a crossover overpass capable of achieving a higher traveling speed, a low probability of collision of a vehicle during cornering, and a simple design structure to save floor space.
  • the crossover overpass of the present invention the longitudinal two-way, the longitudinal four-way, the transverse two-way, and the transverse four-way are two-way roads, having two opposite traffic directions, including at least two lanes; a longitudinal one, a longitudinal three-way, Both Hengyi Road and Hengsan Road are one-way roads with only one traffic direction and at least one lane.
  • Longitudinal Road, Longitudinal Road, Henger Road, Hengsi Road, and the Longitudinal Road, Longitudinal Road, Hengyi Road, and Hengsan Road, which are used as the main roads, are designed to effectively utilize the bridge. Surface and pavement space.
  • the horizontal one road and the third horizontal road only have a traffic flow direction that allows the vehicle to turn from the longitudinal road section into the horizontal road section; the longitudinal one road and the vertical three road only have one that allows the vehicle to turn from the horizontal road section into the longitudinal road section.
  • the direction of traffic flow thus on the road mainly for the longitudinal traffic
  • roads for the left turn of the vehicle and roads for the right turn of the vehicle namely Hengyi Road and Hengsan Road.
  • the traffic of the crossroad overpass of the invention that turns left from the longitudinal road into the transverse road is not interfered by the vehicle from the transverse road, and the traffic that turns left from the transverse road into the longitudinal road is not interfered by the vehicle from the longitudinal road, thereby It is not easy for a vehicle collision to occur, which effectively reduces the incidence of traffic accidents.
  • the crossroad overpass provided by the present invention can also facilitate the left-turn and right-turn vehicles to reduce the probability of traffic accidents.
  • the bridge deck at the intersection of the crossover overpass of the present invention further includes an expanded deck area.
  • the first extended bridge deck area is connected to the longitudinal two roads and the horizontal three roads to further expand the driving space of the traffic flowing from the vertical two roads into the horizontal three roads;
  • the road connecting the road and the horizontal road has a second extended deck area to further expand the running space of the traffic flowing from the vertical four-way to the horizontal one, and by setting the above-mentioned extended deck area, the left-turning vehicle is more convenient to travel. , further reducing the probability of occurrence of traffic accidents.
  • the longitudinal two-way and the horizontal one have a first extended bridge deck area to further expand the driving space of the traffic flowing from the longitudinal two-way to the horizontal one.
  • the junction of the longitudinal four-way and the horizontal three-way has a second extended deck area to further expand the running space of the traffic from the vertical four-way left turn into the horizontal three-way, and by setting the above-mentioned extended deck area, making a right turn The vehicle is more convenient to drive, further reducing the probability of traffic accidents.
  • the bridge overpass of the crossover overpass of the present invention further includes a vertical five-way and a vertical six-way, wherein the vertical five-way and the longitudinal two-way are respectively located on opposite sides of the longitudinal one, and the vertical six-way and the vertical four-way are respectively located in the longitudinal The opposite sides of the three roads.
  • the vertical five roads and the vertical six roads are one-way roads, and have only one traffic flow direction, and at least one lane. Taking the vehicle to the right according to the traffic rules, the straight traffic on the vertical 2nd road can be directly driven into the vertical 6th road, thereby further reducing the straight traffic flow on the vertical road and the left turn from the opposite vertical road.
  • the overlapping areas of the left-turn traffic flowing into Hengyi Road further reduce the probability of traffic accidents caused by vehicle collisions; the straight traffic on the vertical four-way road can directly go straight into the vertical five-way, thus further reducing the vertical four.
  • the overlapping area of the straight traffic on the road and the left turn from the opposite vertical road to the left turn of the third road further reduce the probability of traffic accidents caused by vehicle collisions. In the case where the vehicle should be driven to the left according to the traffic rules, it is similar to the above analysis and will not be described here.
  • the bridge deck at the intersection may also include an extended deck area.
  • the junction of the vertical five road and the horizontal three road has a first extended bridge deck area
  • the junction of the longitudinal six road and the horizontal one road has a second extended bridge deck area
  • the junction of the longitudinal six-way and the horizontal three-way has a second extended deck area, and by providing the above-mentioned extended deck area, the right-turning vehicle is more convenient to travel, further reducing The probability of occurrence of a traffic accident.
  • the bridge underpass of the crossover overpass of the present invention further includes Hengwu Road and Hengliu Road, wherein Hengwu Road and Henger Road are respectively located on opposite sides of Hengyi Road, and Hengliu Road and Hengsi Road are respectively located.
  • Hengwu Road and Hengliu Road are all one-way roads, and only have one traffic direction, and at least one lane. Similar to the above analysis, in the case that the vehicle should be driven to the right according to the traffic rules, the straight traffic that is traveling forward on the horizontal two road can directly go straight into the horizontal six road, thereby further reducing the straight traffic flow on the horizontal two road.
  • the overlapping area of the left-turning traffic flowing from the opposite side of the four-way road to the third-way road further reduces the probability of traffic accidents caused by vehicle collisions; the straight traffic that is traveling forward on the horizontal four-way can directly go straight into the horizontal
  • the five-way road further reduces the overlapping area of the straight traffic flow on the horizontal four-way forward and the left-turn traffic flow from the opposite horizontal two-way turn to the vertical one, further reducing the probability of traffic accidents caused by vehicle collision.
  • the vehicle should travel to the left according to the traffic rules, it is similar to the above analysis and will not be described here.
  • the crossroad intersection of the road network provided by the present invention has the above-mentioned crossroad overpass, and the main road with a large traffic volume of the road network can be used as the longitudinal road of the crossroad overpass, and is passed through the bridge road, thereby making the road through the bridge
  • the straight traffic on the horizontal branch road and the traffic flow on the main road are separated from each other by the main road traffic.
  • the main road and the branch road traffic do not directly intersect, thus achieving the effect of significantly reducing the congestion of the main road vehicles and improving the circulation of the main road vehicles.
  • the smoothness of the road network also reduces the overlapping area of the straight traffic flow and the turning traffic flow, and reduces the probability of a traffic accident caused by the vehicle collision; further, the road network occupied by the present invention generally occupies a plane
  • the area and the three-dimensional space are small, which not only saves the project cost, but also greatly saves the area and space cost of the traffic road network design and construction.
  • FIG. 2 is a schematic view of a prior art roundabout type intersection
  • FIG. 3 is a schematic view of a prior art cross-shaped overpass
  • Embodiment 1 of a crossroad overpass according to the present invention is a schematic view of Embodiment 1 of a crossroad overpass according to the present invention.
  • Figure 4 is a schematic view of a preferred embodiment of the first embodiment
  • Figure 5 is a schematic view showing the second embodiment of the crossover overpass of the present invention.
  • Figure 5 is a schematic view of a preferred embodiment of the second embodiment
  • FIG. 6 is a schematic view of a third embodiment of a crossover overpass according to the present invention.
  • Figure 6 is a schematic view showing a preferred embodiment of the third embodiment
  • Figure 7 is a schematic view showing the fourth embodiment of the crossover overpass of the present invention.
  • Figure 7 is a schematic view of a preferred embodiment of the fourth embodiment.
  • Figure 8 is a schematic view showing the fifth embodiment of the crossover overpass of the present invention.
  • Figure 9 is a schematic view showing the sixth embodiment of the crossover overpass of the present invention.
  • Figure 10 is a schematic view showing the seventh embodiment of the crossover overpass of the present invention.
  • Figure 11 is a schematic view showing the eighth embodiment of the crossover overpass of the present invention.
  • Figure 12 is a schematic view showing Embodiment 9 of the road network of the present invention.
  • Figure 13 is a schematic view showing a tenth embodiment of the road network of the present invention.
  • Figure 14 is a schematic view showing the eleventh embodiment of the road network of the present invention
  • Figure 15 is a schematic view of the twelfth embodiment of the road network of the present invention.
  • the crossover overpass is composed of Qiaoshang Road and Xiaqiao Road.
  • the bridge road includes Long Er Road 2, Hengyi Road 3, Long 4 Road 6, and Heng 3 Road 7.
  • Bridge Road includes Longitudin Road 1 and Heng 2 Road. 4.
  • the longitudinal section and the longitudinal section leading to the front are connected into a longitudinal road;
  • the horizontal road 3 and the second road 4 form a horizontal section leading to the right side, and
  • the horizontal 3 road 7 and the horizontal 4 road 8 form a horizontal section leading to the left side.
  • the lateral section leading to the right side is connected to the transverse section leading to the left side into a transverse path.
  • the longitudinal traffic flow mainly passes through the bridge road, and the horizontal traffic flow mainly passes through the bridge down road.
  • the longitudinal traffic and the horizontal traffic flow do not need to be alternately stopped and passed, so that the traffic flow can be smoothly carried out even without traffic lights for traffic command and dispatch.
  • the traffic at the intersection is orderly, avoiding the accumulation and congestion of traffic.
  • the upper bridge road is preferably disposed above the lower road of the bridge, and the upper bridge road and the lower bridge road are preferably provided with guardrails on both sides, and the guard rail is an anti-collision guard.
  • the longitudinal second road 2, the vertical four road 6, the second horizontal road 4, and the horizontal four road 8 are two-way roads, having two opposite traffic directions, including at least two lanes; longitudinal one road, vertical three roads 5, Both Hengyi Road 3 and Hengsan Road 7 are one-way roads with only one traffic direction and at least one lane.
  • the straight traffic on the bridge and under the bridge does not require deceleration, cornering and looping, so that it does not adversely affect the speed of the straight traffic.
  • This embodiment is applicable to the case where the vehicle travels to the right according to the traffic rule, gp, according to the extending direction of the road, the longitudinal four road 6 is located on the left side of the longitudinal three road 5, and the horizontal three road 7 is located on the right side of the horizontal four road 8, vertical
  • the second road 2 is located on the left side of the longitudinal one road 1, and the horizontal one road 3 is located on the right side of the horizontal two road 4, as follows:
  • the longitudinal 2nd road 2 is adjacent to the horizontal 1st road.
  • the vehicle turns right from the forward lane on the right side of the longitudinal 2nd road 2 into the horizontal road 3, it will not be affected by other lanes.
  • Vehicle impact; Long 4 Road 6 and Heng 3 Road 7 are adjacent to each other.
  • the second road 4 and the third road 5 are adjacent to each other.
  • the horizontal four road 8 is adjacent to the longitudinal one road 1.
  • the vehicle turns right from the forward lane on the right side of the horizontal four road 8 into the longitudinal one road, it will not be affected by the vehicles in other lanes.
  • the driving route for the left turn For the bridge road, the longitudinal two road 2 and the horizontal three road 7 are not directly adjacent, but the partial intersection area of the vertical four road 6 which is offset from the longitudinal two road 2 and the first expansion bridge The surface area 21 is connected, and the vehicle turns left from the forward lane on the right side of the longitudinal two road 2 into the horizontal three road 7 Compared with the ordinary intersection of the technology, it is not interfered by the vehicle from the lateral road, and because the bridge surface at the intersection is wider, especially the arrangement of the first extension bridge surface area 21 at the joint, further expanding from the longitudinal two-way 2 Turn left into the driving space of the traffic of Hengsan Road 7, so that the left-turning vehicle is more convenient to travel; similarly, the vertical four-way 6 and the horizontal one-way 3 are not directly adjacent, but are staggered by the vertical four-way 6 or so.
  • the partial intersection area of the longitudinal second road 2 and the second extension bridge surface area 22 are connected, and the vehicle turns left from the forward lane on the right side of the longitudinal four road 6 into the horizontal one road 3, compared with the conventional ordinary intersection. , will not be interfered by the vehicle from the longitudinal road, and because the bridge deck at the intersection is wider, especially the setting of the second extension deck area 22 at the joint, further expands from the vertical four road 6 to the left to enter the horizontal road 3
  • the driving space of the traffic flow makes it easier to drive the left-turning vehicle.
  • this embodiment is also convenient for the vehicle to turn left from the forward lane on the right side of the second road 4 into the longitudinal lane 1, or from the forward lane on the right side of the transverse road 8 to the left. Entering the vertical three roads at 5 o'clock.
  • the bridge lower road may further include a vertical seven road 13 which is respectively adjacent to the longitudinal two road 2, the vertical four road 6, the horizontal one road 3, and the horizontal three road 7 of the bridge upper road and has the same traffic flow direction.
  • Lvba Road 14, Hengqi Road 15, Hengba Road 16, among them, Longitudinal Road 2, Longitudinal Road 6, Hengyi Road 3, and Hengsan Road 7 of Qiaoshang Road are respectively located above the bridge road, and the bridge
  • the vertical projection of the vertical road 2, the vertical 4 road 6, the horizontal 1 road, and the horizontal road 7 on the road does not exceed the outer contour of the bridge under the bridge.
  • the cross-section overpass of this embodiment simply occupies the plane area and the three-dimensional space. Small, not only saves the project cost, but also greatly saves the area and space cost of road planning.
  • the longitudinal two-path 2, the longitudinal four-way 6, the horizontal two-way 4, and the horizontal four-way 8 have an intersection near the longitudinal path and the lateral path. Buffer.
  • the crossover overpass is composed of Qiaoshang Road and Xiaqiao Road.
  • the bridge road includes Long Er Road 2, Hengyi Road 3, Long 4 Road 6, and Heng 3 Road 7.
  • Bridge Road includes Longitudin Road 1 and Heng 2 Road. 4.
  • the longitudinal section and the longitudinal section leading to the front are connected into a longitudinal road;
  • the horizontal road 3 and the second road 4 form a horizontal section leading to the right side, and
  • the horizontal 3 road 7 and the horizontal 4 road 8 form a horizontal section leading to the left side.
  • the lateral section leading to the right side is connected to the transverse section leading to the left side into a transverse path.
  • the longitudinal traffic flow mainly passes through the bridge road, and the horizontal traffic flow mainly passes through the bridge down road.
  • the longitudinal traffic and the horizontal traffic flow do not need to be alternately stopped and passed, so that the traffic flow can be smoothly carried out even without traffic lights for traffic command and dispatch.
  • the traffic at the intersection is orderly, avoiding the accumulation and congestion of traffic.
  • the bridge upper road is preferably provided above the bridge lower road, and the bridge upper road and the bridge lower road are preferably provided with guardrails on both sides.
  • the longitudinal second road 2, the vertical four road 6, the second horizontal road 4, and the horizontal four road 8 are two-way roads, having two opposite traffic directions, including at least two lanes; longitudinal one road, vertical three roads 5, Both Hengyi Road 3 and Hengsan Road 7 are one-way roads with only one traffic direction and at least one lane.
  • the straight traffic on the bridge and under the bridge does not require deceleration, cornering and looping, so that it does not adversely affect the speed of the straight traffic.
  • This embodiment is applicable to the case where the vehicle travels to the left according to the traffic rules, gp, according to the extending direction of the road, the longitudinal four road 6 is located on the right side of the longitudinal three road 5, and the horizontal three road 7 is located on the left side of the horizontal four road 8, vertical
  • the second road 2 is located on the right side of the longitudinal one road 1, and the horizontal one road 3 is located on the left side of the horizontal two road 4, as follows:
  • the longitudinal 2 road 2 is adjacent to the horizontal 3 road, the vehicle is from When the forward lane on the left side of Long 2 Road 2 turns left into 7th Road of Hengsan Road, it will not be affected by vehicles in other lanes;
  • Vertical 4 Road 6 is adjacent to Hengyi Road 3, and the vehicle is from the left side of Longitudinal Road 6 When turning left into the lane and entering the horizontal road 3, it will not be affected by the vehicles in other lanes.
  • the second road 4 is adjacent to the longitudinal road 1.
  • the right-turning route For the bridge road, the longitudinal two-way 2 and the horizontal one-way 3 are not directly adjacent, but the partial intersection area of the vertical four-way 6 which is offset from the longitudinal two-way 2 and the first extended bridge deck
  • the area 21 is connected, and when the vehicle turns right from the forward lane on the left side of the longitudinal two road 2 into the horizontal one road 3, it is not interfered by the vehicle from the lateral road compared with the conventional common intersection, and
  • the bridge deck at the intersection is wider, especially the arrangement of the first extended deck surface area 21 at the joint, further expanding the travel space of the traffic flowing from the longitudinal two road 2 to the transverse one road 3, thereby making the left turn vehicle more convenient to travel.
  • the longitudinal four-way 6 and the horizontal three-way 7 are not directly adjacent, but are connected by a partial intersection area of the longitudinal two-way 2 and the second extended bridge surface area 22 which are staggered from the longitudinal four-way 6 or so.
  • the forward lane on the left side of the vertical 4 road 6 turns left into the third road 7 , it will not be interfered by the vehicle from the longitudinal road compared with the ordinary crossroad of the prior art, and the bridge deck at the intersection Wide, especially at the second extension connection bridge region 22 is provided, to further expand into the vehicle traffic flow three-way cross-7 with four longitudinal space 6 from the right turn, left turn so that the driving easier.
  • this embodiment is also convenient for the vehicle to turn right from the forward lane on the left side of the horizontal two road 4 into the vertical three road 5, or from the right lane on the left side of the horizontal four road 8 The smooth travel when turning into the vertical one.
  • the bridge lower road further includes a vertical seven road 13 which is respectively adjacent to the longitudinal two road 2, the vertical four road 6, the horizontal one road 3, and the horizontal three road 7 of the bridge road and has the same traffic direction.
  • Long 8 Road 14, Heng 7 Road 15, Heng 8 Road 16, of which, Bridge Road's Long Er Road 2, Long 4 Road 6, Hengyi Road 3, Heng 3 Road 7 are respectively located above the bridge road, and the bridge road
  • the vertical projection of the longitudinal 2nd road 2, the vertical 4th road 6, the horizontal 1st road 3, and the horizontal 3rd road 7 does not exceed the outer contour of the bridge lower road.
  • the cross-section overpass structure of this embodiment simply occupies a small plane area and a small three-dimensional space. It not only saves the project cost, but also saves the area and space cost of road planning.
  • the embodiment is similar to the first embodiment except that the bridge road further includes a vertical five road 9 and a vertical six road 10, wherein the vertical five road 9 and the vertical two road 2 are respectively located at the longitudinal one road 1 Side; longitudinal 6 road 10 and vertical 4 road 6 are located on both sides of longitudinal 3 road 5 respectively.
  • the vertical five roads 9 and the vertical six roads 10 are all one-way roads, and only have one traffic flow direction, including at least one lane.
  • This embodiment is applicable to the case where the vehicle travels to the right according to the traffic rule, gp, according to the extending direction of the road, the vertical six road 10 is located on the right side of the longitudinal three road 5, and the vertical five road 9 is located on the right side of the longitudinal one road 1, suitable for the vehicle Drive in the direction of the road, as follows:
  • the straight traffic on the right lane of the second road 2 can be directly driven into the vertical six road 10, thereby reducing the straight traffic flow on the vertical road 2 and the left direction from the opposite vertical road 6 into the horizontal road 3
  • the overlapping area of the left turn traffic flows, and the second extended bridge surface area 22 is provided at the junction of the longitudinal six road 10 and the horizontal one road 3, so that the left turn vehicle on the bridge is more convenient to travel; likewise,
  • the straight traffic on the right lane of the vertical 4 road 6 can directly go straight into the vertical 5 road 9, thus reducing the straight traffic flow on the vertical road 6 and the left direction from the opposite vertical road 2 into the horizontal three road
  • the overlapping area of the left turn traffic of 7 is intersected, and the first extended bridge surface area 21 is provided at the junction of the vertical five road 9 and the horizontal three way, so that the left turn vehicle on the bridge road travels more squarely.
  • the bridge road also includes a vertical road 2, a vertical road 5, a vertical road 6, a vertical road 10, a horizontal road 3, and a horizontal road 7 respectively on the bridge road and has The same traffic direction of the vertical seven roads 13, the vertical nine roads 17, the vertical eight roads 14, the vertical ten roads 18, the Hengqi road 15, the horizontal eight roads 16, of which, the bridge 2, the second road, the vertical five road 9, the vertical four road 6.
  • Vertical 6 Road 10, Hengyi Road 3, Heng 3 Road 7 are respectively located above the bridge road, and the bridge road is 2nd Road 2, Long 5 Road 9, Long 4 Road 6, Long 6 Road 10, Hengyi Road 3.
  • the vertical projection of the horizontal three-way 7 does not exceed the outer contour of the lower bridge.
  • the cross-overpass of the present embodiment has a small plane area and a small three-dimensional space, which not only saves engineering cost, but also greatly saves highway planning. Area and space costs.
  • the embodiment is similar to the second embodiment.
  • the bridge road further includes a vertical five road 9 and a vertical six road 10, wherein the vertical five road 9 and the vertical two road 2 are respectively located at the longitudinal one road 1 Side; longitudinal 6 road 10 and vertical 4 road 6 are located on both sides of longitudinal 3 road 5 respectively.
  • the vertical five roads 9 and the vertical six roads 10 are all one-way roads, and only have one traffic flow direction, including at least one lane.
  • This embodiment is applicable to the case where the vehicle travels to the left according to the traffic rule.
  • the vertical six road 10 is located on the left side of the longitudinal three road 5
  • the vertical five road 9 is located on the left side of the vertical one road 1. , and both are applicable to the vehicle moving toward the direction of the road, as follows:
  • the straight traffic on the left lane of the second road 2 can be directly driven into the vertical six road 10, thereby reducing the straight traffic on the vertical road 2 and the straight traffic from the opposite vertical road 6 to the horizontal three road
  • a second extended deck area 22 is provided at the junction of the longitudinal six road 10 and the horizontal three road 7, so that the right turn vehicle on the bridge is more convenient to travel;
  • the straight traffic running on the left lane of the vertical four road 6 can directly go straight into the vertical five road 9, thereby reducing the straight traffic flow on the forward four road 6 and the right turn from the opposite vertical road 2 into the horizontal
  • the overlapping areas of the right-turning traffic of all the way 3 are arranged, and the first extended deck area 21 is provided at the junction of the longitudinal five-way 9 and the horizontal one, so that the right-turning vehicle on the bridge is more convenient to travel.
  • the bridge road also includes vertical 7 roads which are respectively adjacent to the longitudinal road 2, the vertical road 5, the vertical 4 road 6, the vertical 6 road 10, the horizontal road 3 and the horizontal road 7 of the bridge road and have the same traffic direction.
  • Road 13, Longjiu Road 17, Longitudinal Road 14, Longitudinal Road 18, Hengqi Road 15, Hengba Road 16, of which, Bridge Road, Long Er Road 2, Long 5 Road 9, Long 4 Road 6, Long 6 Road 10, Hengyi Road 3 and Hengsan Road 7 are respectively located above the bridge lower road, and the bridge road is divided into 2nd road 2, vertical 5 road 9, vertical 4 road 6, vertical 6 road 10, Heng 1 road 3, Heng 3 road 7
  • the vertical projection of the crossroad bypass bridge of the present embodiment does not exceed the plane area and the three-dimensional space of the crossover overpass, which not only saves the engineering cost, but also greatly saves the area and space cost of the highway planning.
  • this embodiment is similar to the first embodiment.
  • the bridge road also includes the horizontal five roads 11 and the horizontal six roads 12, wherein the horizontal five roads 11 and the second two roads 4 are respectively located at the horizontal roads 3
  • Heng 6 Road 12 and Heng 4 Road 8 are respectively located on opposite sides of the horizontal 3rd road.
  • Hengwu Road 11 and Hengliu Road 12 are all one-way roads, with only one traffic direction, including at least one lane.
  • This embodiment is applicable to the case where the vehicle travels to the right according to the traffic rules, gp.
  • the horizontal five road 11 is located on the right side of the horizontal one road 3
  • the horizontal six road 12 is located on the right side of the horizontal three road 7, as described below.
  • the straight traffic on the right lane of Heng 2 Road 4 can be directly driven into Hengliu Road 12, thereby reducing the straight traffic flow on the positive road of Heng 2 Road 4 and the left turn from the opposite horizontal road 8 into the vertical 3 road.
  • the overlapping area of the left turn traffic of 5 makes the left turn vehicle of the bridge lower road more convenient; the straight traffic running on the right lane of the horizontal 4 road can directly go straight into the horizontal 5th road 11
  • the overlapping area of the straight traffic flowing in the forward direction of the horizontal four roads 8 and the left turning traffic from the opposite horizontal two roads 4 to the vertical one road 1 is reduced, so that the left turn vehicle of the bridge lower road is more convenient to travel.
  • this embodiment is similar to the second embodiment.
  • the bridge road also includes the horizontal five roads 11 and the horizontal six roads 12, wherein the horizontal five roads 11 and the second two roads 4 are respectively located at the horizontal one road 3
  • the horizontal six road 12 and the horizontal four road 8 are respectively located on opposite sides of the horizontal three road 7.
  • Hengwu Road 11 and Hengliu Road 12 are all one-way roads, with only one traffic direction, including at least one lane.
  • Hengwu Road 11 is located on the left side of Hengyi Road 3
  • Hengliu Road 12 is located on the left side of Hengsan Road 7, as explained below:
  • the straight traffic on the left lane of Heng 2 Road 4 can directly go straight into Hengliu Road 12, thus reducing the straight traffic flow on the positive road of Heng 2 Road 4 and the right turn from the opposite road 4 road into the vertical road 1
  • the overlapping areas of the right-turning traffic flow make it easier to drive the right-turning vehicle under the bridge; the straight traffic running on the left-hand lane of the horizontal four-way 8 can directly go straight into the horizontal five-way 11, thereby reducing
  • the straight traffic flow of the forward direction on the horizontal road 8 and the right turn intersection of the right turn from the opposite horizontal 2 road 4 into the vertical 3 road 5 make the right turn vehicle of the bridge lower road more convenient.
  • this embodiment is similar to the first embodiment, and is applicable to the case where the vehicle travels to the right according to the traffic rule.
  • the bridge road further includes vertical five roads 9 and six vertical roads. 10; Bridge Road also includes Hengwu Road 11, Hengliu Road 12.
  • the arrangement manner of the vertical five-way 9 and the vertical six-way 10 and the technical effects achieved are similar to those described in the third embodiment; the arrangement manner of the horizontal five-way 11 and the horizontal six-way 12 and the technical effects achieved Similar to that described in Embodiment 5, it will not be described again.
  • this embodiment is similar to the second embodiment, and is applicable to the case where the vehicle travels to the left according to the traffic rules.
  • the bridge road further includes vertical five roads 9 and six vertical roads. 10; Bridge Road also includes Hengwu Road 11, Hengliu Road 12.
  • the arrangement manner of the vertical five-way 9 and the vertical six-way 10 and the technical effects achieved are similar to those described in the fourth embodiment; the arrangement manner of the horizontal five-way 11 and the horizontal six-way 12 and the technical effect achieved Similar to that described in Embodiment 6, it will not be described again.
  • the present embodiment is applicable to a situation in which a vehicle travels to the right according to traffic rules, and a plurality of crossroad overpasses are connected to each other to form a road network, wherein two of them are provided at adjacent intersections of crossroads overpasses, One of the bridges on the crossover overpass is connected by a bidirectional road to the two-way road of the bridge on the other crossover overpass.
  • the bridge road is a main road with a large traffic flow
  • the bridge road is a branch road with a small traffic flow.
  • the present embodiment is applicable to a situation in which a vehicle travels to the left according to traffic rules, and a combination of a plurality of crossroad overpasses constitutes a road network, wherein two of them are adjacent intersections of crossroad overpasses, one of which The bridge on the crossover overpass is connected by a two-way road to the two-way road of the bridge on the other crossover overpass.
  • the bridge road is a main road that has a large traffic flow
  • the bridge road is a horizontal road branch with a small traffic flow.
  • the present embodiment is applicable to a situation in which a vehicle travels to the right according to traffic rules, and a combination of a plurality of crossroad overpasses constitutes a road network, wherein two of them are adjacent intersections with crossroad overpasses, one of which
  • the bridge road of the crossroad overpass is connected by a one-way road to the two-way road of the bridge road of another crossroad overpass, which can form a closed space of the motor vehicle lane relative to the non-motor vehicle lane and the pedestrian.
  • the bridge road is a longitudinal direction with a large traffic flow and a main road with a turning direction
  • the lower road is a longitudinal direction with a small traffic flow and a branch road with a lateral direction.
  • the combination is the same as the above embodiment. In addition to the technical effects, it can significantly reduce the congestion of the main road, greatly improve the smoothness of the trunk road circulation, and is suitable for the main road with a turn.
  • This embodiment can realize high-speed driving of the entire vehicle.
  • At least one of the two overpasses is further provided with an overpass and communicated with each other through the overpass.
  • the overpass may be of the aforementioned overpass design of the present invention, or may have other designs, wherein in this embodiment, the bridge upper sections are interconnected by the riser bridge.
  • the present embodiment is applicable to a situation in which a vehicle travels to the left according to traffic rules, and a combination of a plurality of crossroad overpasses constitutes a road network, wherein two of them are adjacent intersections of crossroad overpasses, one of which
  • the bridge on the crossover overpass is connected by a one-way road to the two-way road of the bridge on the other crossover overpass. It can form a closed space of the motor vehicle lane relative to the non-motor vehicle lane and the pedestrian.
  • the bridge road is a longitudinal direction with a large traffic flow and a main road with a turning direction
  • the lower road is a longitudinal direction with a small traffic flow and a branch road with a lateral direction.
  • the combination is the same as the above embodiment. In addition to the technical effects, it can significantly reduce the congestion of the main road, greatly improve the smoothness of the trunk road circulation, and is suitable for the main road with a turn.
  • This embodiment can realize high-speed driving of the entire vehicle.
  • At least one of the two overpasses is further provided with an overpass and communicated with each other through the overpass.
  • the overpass may be of the aforementioned overpass design of the present invention, or may have other designs, wherein in this embodiment, the bridge upper sections are interconnected by the riser bridge.

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Abstract

A crossroad overpass and a road network, where the crossroad overpass is provided at a crossroad of the road network. The overpass consists of on-bridge roads and under-bridge roads. The on-bridge roads comprise latitudinal road two (2), longitudinal road one (3), latitudinal road four (6), and longitudinal road three (7). The under-bridge roads comprise latitudinal road one (1), longitudinal road two (4), latitudinal road three (5), and longitudinal road four (8). Latitudinal road one (1) and latitudinal road two (2) compose a latitudinal road section leading to the rear. Latitudinal road three (5) and latitudinal road four (6) compose a latitudinal road section leading to the front. The latitudinal road sections leading respectively to the rear and to the front constitute a latitudinal road. Longitudinal road one (3) and longitudinal road two (4) compose a longitudinal road section leading to the right. Longitudinal road three (7) and longitudinal road four (8) compose a longitudinal road section leading to the left. The road sections leading respectively to the right and to the left constitute a longitudinal road. The crossroad overpass and the road network increases vehicle speed and reduces the possibility of vehicle collisions.

Description

一种十字路立交桥以及公路网  Crossroad overpass and road network
技术领域 Technical field
本发明涉及公路交通领域,具体而言,涉及一种十字路立交桥以及公路网。 背景技术  The present invention relates to the field of road traffic, and in particular to a crossroad overpass and a road network. Background technique
目前, 在公路交通中, 十字路口一般由纵向道路、 横向道路组成。 最常见 的是纵向道路与横向道路在同一个平面上相互交叉, 如图 1 所示。 这种十字路 口的车流通行, 只有依靠红绿灯的指示调度, 先使得纵向或横向道路上的车流 停止通行, 才能实现另一个方向的道路上的车流通行。 当通过这种十字路口的 车流量较大时, 纵向与横向道路交替停止和通行的方案往往会造成车辆的聚集、 拥堵, 给车流的通行带来不便。 在这种十字路口, 当车辆需要左转弯时, 由于 左转弯的车辆需要横穿整个对向车流的行驶区域, 才能驶进通往左侧的车道, 而这种十字路口的左转弯幅度小、 左转弯路口窄, 这时, 左转弯的车辆很容易 与对向驶来的拥挤的车流发生碰撞, 引发交通事故。  At present, in road traffic, intersections generally consist of longitudinal roads and horizontal roads. The most common is that the longitudinal and lateral roads intersect each other on the same plane, as shown in Figure 1. The traffic flow of such intersections can only be scheduled by means of traffic lights. First, the traffic on the vertical or horizontal roads is stopped, and the traffic on the roads in the other direction can be realized. When the traffic volume through such intersections is large, the scheme of alternately stopping and passing the longitudinal and lateral roads often causes the vehicles to gather and congest, which brings inconvenience to the traffic flow. At this intersection, when the vehicle needs to make a left turn, since the left-turning vehicle needs to traverse the entire traveling area of the opposite traffic, it is possible to drive into the lane to the left side, and the left turn of the intersection is small. The left turn is narrow, and the left-turning vehicle can easily collide with the crowded traffic that is coming in, causing a traffic accident.
现有技术中为了解决十字路口处交通拥堵的问题, 在原有的十字路口的基 础上架设纵向桥结构, 从而让纵向车流从横向车流的上方跨过, 避免了纵向车 流与横向车流相互干涉, 然而, 现有技术中的这种设计会导致无法让纵向车流 在十字路口处进行转弯。  In the prior art, in order to solve the problem of traffic congestion at the intersection, a longitudinal bridge structure is set on the basis of the original intersection, so that the longitudinal traffic flows over the horizontal traffic, thereby avoiding the longitudinal traffic and the horizontal traffic interfering with each other, however Such a design in the prior art would result in a failure to allow longitudinal traffic to turn at an intersection.
为了避免车流相互干涉, 现有技术中设计出了一种环岛型十字路口, 如图 2 所示, 在道路交叉口处设置一座 "岛 " , 环绕着该 "岛"设置有环形道路, 因 而被命名为 "环岛" 。 当纵向和横向的道路汇集到环岛型十字路口时, 车流全 部右转弯并沿环形道路逆时针行驶, 到达要转入的道路路口时再右转弯进入该 道路。 在这种环岛型十字路口, 所有车辆只能进行右转弯, 并且可以通过右转 弯并环行四分之三圈来到达左侧道路口, 从而避免了左转弯引发的车辆碰撞和 交通事故。 然而, 直行的车辆通过这种环岛型十字路口时也将不得不减速、 转 弯和环行, 这就减慢了在纵向或横向道路上直行的车流速度, 而且以右转弯并 环行四分之三圈来代替直接左转弯不仅减慢了车流速度, 也并未有效缓解车流 聚集和拥堵的问题。  In order to avoid the mutual interference of the traffic flow, a roundabout type crossroad is designed in the prior art. As shown in Fig. 2, an "island" is arranged at the intersection of the road, and a circular road is arranged around the "island", thereby being Named "Circle Island". When the longitudinal and lateral roads are brought together at the roundabout intersection, turn all the way to the right and turn counterclockwise along the circular road. When you reach the road junction you want to transfer, turn right and enter the road. At this roundabout intersection, all vehicles can only make a right turn and can turn to the left side of the road by turning right and three-quarters of a circle, thus avoiding vehicle collisions and traffic accidents caused by left turns. However, straight-through vehicles will have to slow down, turn and cycle through this roundabout intersection, which slows down the speed of straight traffic on a vertical or horizontal road, and turns right and rings three-quarters of a circle. Instead of direct left turn, it not only slows down the traffic speed, but also effectively alleviates the problem of traffic concentration and congestion.
为了避免车流速度过低从而导致交通拥堵的现象发生, CN202559203U公开 了一种十字形畅通式立交桥, 如图 3 所示, 包括上层和下层的呈十字交叉的直 行车道、 两条下行弯曲匝道, 所述两条下行弯曲匝道分别起始于越过所述十字 交叉的交叉点的上层右行车道, 向下弯曲延伸至与所述上层右行车道相邻的下 层右行车道, 实现上层车道行车的左转, 还包括两条左转通道, 所两条左转通 道分别起始于下层右行车道, 通过隧道下穿所述下层车道, 至地面后通过上行 匝道连接至上层右行车道, 实现下层车道行车的左转。 该方案的上行车道和下 行车道的车辆左转弯时不会与直行车辆的行车路线发生交叉, 解决了车辆左转 弯不方便、 易发事故的问题, 但其上下多层、 向外扩展、 立体环绕的复杂结构 会占用较大的平面面积和立体空间, 不仅造价昂贵, 而且对于拥挤的城市来说, 也大大增加了公路规划的空间成本。 特别对于城市中建筑物比较密集的区域, 在原有的十字路口上架设此类立交桥将会受到很大程度的限制, 比如, 路边的 建筑物距离马路比较近, 从而没有给架设此类立交桥留下必要的空间。 另外, 由于用于车辆转弯的车道为弧型设计, 车辆从直行车道上转入弧型车道后需要 减速行驶, 待重新转入到直行车道后才可提速, 并重新获得较高的车速; 然而, 由于该弧型的车道较长, 需要经过较长时间的低速行驶过程, 这样一来会因为 行车速度较慢而造成交通堵塞。 In order to avoid traffic congestion caused by low traffic speed, CN202559203U discloses a cross-shaped overpass, as shown in Fig. 3, including a cross-shaped straight lane of the upper and lower layers, and two downward curved ramps. The two downward curved ramps respectively start from the upper right lane crossing the intersection of the cross, and are bent downward to extend to the lower right lane adjacent to the upper right lane to realize the left lane driving. The turn also includes two left-turning lanes, the two left-turning lanes respectively starting from the lower-level right lane, passing through the lower-level lane through the tunnel, and connecting to the upper right lane through the ascending ramp to the ground, thereby realizing the lower lane Turn left on the train. In the scheme, the left and lower lanes of the vehicle will not cross the driving route of the straight-through vehicle when turning left, which solves the problem that the left turn of the vehicle is inconvenient and prone to accidents, but the upper and lower layers, the outward expansion, and the three-dimensional surround The complex structure will occupy a large plane area and a three-dimensional space, which is not only expensive, but also greatly increases the space cost of highway planning for a crowded city. Especially for areas with dense buildings in the city, the installation of such overpasses at the existing intersections will be greatly restricted. For example, the roadside buildings are relatively close to the road, so that no such overpasses are left. The necessary space. In addition, Since the lane for the turning of the vehicle is of an arc type design, the vehicle needs to be decelerated after being transferred from the straight lane to the arc lane, and the speed can be increased after re-entering the straight lane and regaining a higher speed; however, The arc-shaped lane is long and requires a long period of low-speed driving, which causes traffic jams due to slow driving speed.
因此, 需要提出一种合适的十字路口设计, 从而适应城市道路的发展。 发明内容  Therefore, it is necessary to propose a suitable intersection design to adapt to the development of urban roads. Summary of the invention
本发明要解决的技术问题在于现有技术中的十字路口设计无法同时解决行 车速低, 车辆转弯时容易发生碰撞, 且设计结构复杂占地空间大的缺陷; 从而 提出一种能够实现较高行车速度, 转弯时车辆发生碰撞概率低, 且设计结构简 单节省占地空间的十字路立交桥和具有该立交桥的公路网。  The technical problem to be solved by the present invention is that the intersection design in the prior art cannot simultaneously solve the problem that the traveling speed is low, the collision is easy when the vehicle turns, and the design structure is complicated to occupy a large space; thus, a high driving can be realized. Speed, the probability of collision of the vehicle during cornering is low, and the design structure is simple. It saves the crossroad overpass and the road network with the overpass.
根据本发明的一个方面, 提供了一种十字路立交桥, 由桥上路和桥下路组 成, 桥上路包括纵二路、 横一路、 纵四路、 横三路; 桥下路包括纵一路、 横二 路、 纵三路、 横四路, 其中, 纵一路与纵二路组成通向背面的纵向路段, 纵三 路与纵四路组成通向前面的纵向路段, 通向背面的纵向路段与通向前面的纵向 路段连成纵向路; 横一路与横二路组成通向右侧的横向路段, 横三路与横四路 组成通向左侧的横向路段, 通向右侧的横向路段与通向左侧的横向路段连成横 向路。  According to an aspect of the present invention, a crossroad overpass is provided, which is composed of a bridge road and a bridge road. The bridge road includes a longitudinal road, a horizontal road, a vertical road, and a horizontal road. The bridge road includes a vertical road and a horizontal road. Road, Longitudinal Road, Hengsi Road, where Longitudinal Road and Longitudinal Road form a longitudinal section leading to the back, Longitudinal and Longitudinal Roads form a longitudinal section leading to the front, and a longitudinal section leading to the back The longitudinal section of the front is connected into a longitudinal road; the horizontal road and the horizontal road form a horizontal section leading to the right side, and the horizontal road and the horizontal road form a horizontal section leading to the left side, and the horizontal section leading to the right side and the direction The lateral sections on the left are connected into a transverse path.
进一步地, 纵二路、 纵四路、 横二路、 横四路均为双向路, 具有两个相反 的车流方向, 至少包括两条车道; 纵一路、 纵三路、 横一路、 横三路均为单向 路, 仅具有一个车流方向, 至少包括一条车道。  Further, Longitudinal Road, Longitudinal Road, Henger Road, and Hengsi Road are two-way roads with two opposite traffic directions, including at least two lanes; Longitudinal Road, Longitudinal Road, Hengyi Road, Hengsan Road They are all one-way roads with only one traffic direction and at least one lane.
进一步地, 横一路、 横三路仅具有从纵向路段转弯进入横向路段的一个车 流方向; 纵一路、纵三路仅具有从横向路段转弯进入纵向路段的一个车流方向。  Further, the horizontal one road and the third horizontal road only have one traffic direction that turns from the longitudinal road section into the horizontal road section; the longitudinal one road and the third longitudinal road only have one traffic flow direction that turns from the horizontal road section into the longitudinal road section.
进一步地, 对于车辆依照交通规则靠右行驶的情形, 纵二路与横三路相连 接处具有第一扩展桥面区域;纵四路与横一路相连接处具有第二扩展桥面区域。  Further, in the case where the vehicle travels to the right according to the traffic rule, the longitudinal two-way and the horizontal three-way connection have a first extended bridge surface area; the vertical four-way and the horizontal one-way connection have a second extended bridge surface area.
进一步地, 对于车辆依照交通规则靠左行驶的情形, 纵二路与横一路相连 接处具有第一扩展桥面区域;纵四路与横三路相连接处具有第二扩展桥面区域。  Further, in the case where the vehicle travels to the left according to the traffic rule, the longitudinal two-way and the horizontal one-way connection have a first extended bridge deck area; the vertical four-way and the horizontal three-way joint have a second extended bridge deck area.
进一步地, 桥上路还包括纵五路、 纵六路, 其中, 纵五路和纵二路位于纵 一路的两侧; 纵六路和纵四路位于纵三路的两侧。  Further, the bridge road further includes a vertical five road and a vertical six road, wherein the vertical five road and the vertical two road are located on both sides of the longitudinal one; the vertical six road and the vertical four road are located on both sides of the longitudinal three road.
进一步地, 纵五路、 纵六路都是单向路, 仅具有一个车流方向, 至少包括 一条车道。  Further, the vertical five-way and the vertical six-way are all one-way roads, and have only one traffic direction, including at least one lane.
进一步地, 对于车辆依照交通规则靠右行驶的情形, 纵五路与横三路相连 接处具有第一扩展桥面区域;纵六路与横一路相连接处具有第二扩展桥面区域。  Further, in the case where the vehicle is traveling to the right according to the traffic rule, the vertical five road and the horizontal three road joint have a first extended bridge deck area; the vertical six road and the horizontal one road have a second extended bridge deck area.
进一步地, 对于车辆依照交通规则靠左行驶的情形, 纵五路与横一路相连 接处具有第一扩展桥面区域;纵六路与横三路相连接处具有第二扩展桥面区域。  Further, in the case where the vehicle travels to the left according to the traffic rule, the vertical five-way and the horizontal one-way connection have a first extended bridge deck area; the vertical six-way and the horizontal three-way joint have a second extended bridge deck area.
进一步地, 桥下路还包括横五路、 横六路, 其中, 横五路和横二路位于横 一路的两侧; 横六路和横四路位于横三路的两侧。  Further, the bridge road also includes Hengwu Road and Hengliu Road. Among them, Hengwu Road and Henger Road are located on both sides of Hengyi Road; Hengliu Road and Hengsi Road are located on both sides of Hengsan Road.
进一步地, 横五路、 横六路都是单向路, 仅具有一个车流方向, 至少包括 一条车道。  Further, Hengwu Road and Hengliu Road are all one-way roads, and only have one traffic direction, including at least one lane.
进一步地, 桥上路和桥下路两边设有护栏。  Further, guardrails are provided on both sides of the bridge and the bridge.
进一步地, 桥下路还包括分别与桥上路的纵二路、 纵四路、 横一路、 横三 路接壤且具有相同车流方向的纵七路、 纵八路、 横七路、 横八路, 其中, 桥上 路的纵二路、 纵四路、 横一路、 横三路分别设于桥下路上方, 且桥上路的纵二 路、 纵四路、 横一路、 横三路垂直投影不超出桥下路的外轮廓。 进一步地, 桥下路还包括分别与桥上路的纵二路、 纵五路、 纵四路、 纵六 路、 横一路、 横三路接壤, 且具有相同车流方向的纵七路、 纵九路、 纵八路、 纵十路、 横七路、 横八路, 其中, 桥上路的纵二路、 纵五路、 纵四路、 纵六路、 横一路、 横三路分别设于桥下路上方, 且桥上路的纵二路、 纵五路、 纵四路、 纵六路、 横一路、 横三路垂直投影不超出桥下路的外轮廓。 Further, the bridge road further includes a vertical road, a vertical road, a horizontal road, and a horizontal road, which are respectively adjacent to the longitudinal road, the vertical road, the horizontal road, and the third road of the bridge road, and have the same traffic flow direction, wherein The vertical two roads, the longitudinal four roads, the Hengyi Road and the Hengsan Road on the bridge road are respectively located above the bridge road, and the vertical projections of the longitudinal road, the longitudinal four road, the Hengyi Road and the Hengsan Road on the bridge road do not exceed the bridge road. The outer contour. Further, the bridge road also includes the vertical road, the vertical road, the vertical road, the vertical road, the vertical road, the vertical road, the vertical road, the horizontal road, and the third road. Longitudinal Road, Longshi Road, Hengqi Road, Hengba Road, of which the Longer Road, Longwu Road, Longitudin Road, Longitudinal Road, Hengyi Road and Hengsan Road of Qiaoshang Road are respectively located above the bridge road, and the bridge The vertical projection of the vertical road, vertical five road, vertical four road, vertical six road, Hengyi road and Heng three road on the road does not exceed the outer contour of the bridge road.
根据本发明的另一个方面, 提供了一种公路网, 该公路网的十字路口处具 有上述的十字路立交桥。  According to another aspect of the present invention, there is provided a road network having an intersection of the above-mentioned crossroads at the intersection of the road network.
进一步地, 公路网包括两个相邻的十字路口, 其中, 所述十字路口处均设 有上述的十字路立交桥, 其中一个十字路立交桥的桥上路通过双向路与另一个 十字路立交桥的桥上路的双向路连接在一起。  Further, the road network includes two adjacent intersections, wherein the crossroads are provided with the above-mentioned crossroad overpass, wherein the crossroad of the crossover overpass passes through the two-way road of the bridge road of the two-way road and the other crossroad overpass connected.
进一步地, 公路网包括两个相邻的十字路口, 其中, 所述十字路口处均设 有上述的十字路立交桥, 其中一个十字路立交桥的桥上路通过单向路与另一个 十字路立交桥的桥上路的双向路连接在一起。  Further, the road network includes two adjacent intersections, wherein the crossroads are provided with the above-mentioned crossroad overpass, wherein the crossroad of the crossover overpass passes through the two-way road and the crosswalk of the other crossover overpass The roads are connected together.
进一步地, 两个所述立交桥间还设有至少一个立交桥, 并通过该立交 桥相互连通。  Further, at least one overpass is disposed between the two overpasses and communicated with each other through the interchange bridge.
本发明提供的十字路立交桥以及公路网的优点在于:  The advantages of the crossover overpass and the road network provided by the present invention are:
( 1 )本发明的十字路立交桥, 通过设置包括纵二路、 横一路、 纵四路、 横 三路的桥上路和包括纵一路、 横二路、 纵三路、 横四路的桥下路, 纵向车流主 要经由桥上路通行, 横向车流主要经由桥下路通行, 纵向车流和横向车流不需 要交替停止和通行, 从而有效地分流了纵向车流和横向车流, 即使在没有配备 红绿灯进行交通指挥调度的情况下车流也可以顺畅地通行, 使得十字路口的交 通井然有序, 避免了车流的聚集和拥堵; 相比较于现有技术的环岛型十字路口 以及具有弯曲匝道的立交桥, 在本发明的十字路立交桥的桥上路和桥下路上通 行的直行的车流不需要减速、 转弯和环行, 从而不会对直行车流的行驶速度造 成不利影响; 相比较于图 3的立交桥而言, 本发明路口转弯路段短, 用于转弯 的路面较宽, 由于其可以使得车辆转弯所需要的时间较短, 因此, 车辆在路口 转弯后可以立即提速行驶。 然而, 图 3中立交桥转弯的路段较长, 用于转弯的 路段进口较小, 转弯幅度大, 因此, 转弯时车辆低速行驶的时间较长, 从而可 能影响其它车辆的行驶速度, 进而可能会发生交通拥堵。 另外, 本发明的十字 路立交桥的转弯车流受到的干涉明显减少, 从而不容易因此发生车辆碰撞, 有 效地降低了交通事故发生率; 且结构简单占用的平面面积和立体空间都较小, 相比较于现有技术中各种立体多层的立交桥, 不仅节省了工程造价, 而且大大 节省了公路规划的面积和空间成本。  (1) The crossroad overpass of the present invention is provided by a bridge road including a longitudinal road, a horizontal road, a vertical road, a horizontal road, and a bridge road including a longitudinal road, a horizontal road, a vertical road, and a horizontal road. The longitudinal traffic flow mainly passes through the bridge road, and the horizontal traffic flow mainly passes through the bridge under the road. The longitudinal traffic and the horizontal traffic do not need to alternately stop and pass, thus effectively dividing the longitudinal traffic and the horizontal traffic, even if there is no traffic light for traffic command and dispatch. In the case of traffic flow, the traffic can also pass smoothly, so that the traffic at the intersection is orderly, avoiding the accumulation and congestion of the traffic flow; compared to the prior art roundabout intersection and the overpass with curved ramp, the crossover overpass in the present invention The straight traffic flow on the bridge road and the bridge road does not need to be decelerated, turned and looped, so as not to adversely affect the traveling speed of the straight traffic flow; compared with the overpass of Fig. 3, the road junction turning section of the invention is short. The road used for turning is wider because it can make the vehicle turn Short time, therefore, the vehicle can travel speed immediately after the intersection turn. However, in Figure 3, the section of the overpass is longer, the section for turning is smaller, and the turning range is large. Therefore, the vehicle travels at a low speed for a long time during cornering, which may affect the speed of other vehicles, which may occur. traffic congestion. In addition, the interference of the turning traffic of the crossover overpass of the present invention is significantly reduced, and the collision of the vehicle is not easy, thereby effectively reducing the incidence of traffic accidents; and the plane area and the three-dimensional space occupied by the simple structure are smaller, compared with In the prior art, various three-dimensional multi-layered overpasses not only save engineering cost, but also greatly save the area and space cost of highway planning.
因此, 本发明提供了一种能够实现较高行车速度, 转弯时车辆发生碰撞概 率低, 且设计结构简单节省占地空间的十字路立交桥。  Accordingly, the present invention provides a crossover overpass capable of achieving a higher traveling speed, a low probability of collision of a vehicle during cornering, and a simple design structure to save floor space.
( 2 )本发明的十字路立交桥, 纵二路、 纵四路、 横二路、 横四路均为双向 路, 具有两个相反的车流方向, 至少包括两条车道; 纵一路、 纵三路、 横一路、 横三路均为单向路, 仅具有一个车流方向, 至少包括一条车道。 作为主干道使 用的纵二路、 纵四路、 横二路、 横四路以及作为转弯支路使用的纵一路、 纵三 路、 横一路、 横三路采用这样的设计, 有效地利用了桥面和路面的空间。  (2) The crossover overpass of the present invention, the longitudinal two-way, the longitudinal four-way, the transverse two-way, and the transverse four-way are two-way roads, having two opposite traffic directions, including at least two lanes; a longitudinal one, a longitudinal three-way, Both Hengyi Road and Hengsan Road are one-way roads with only one traffic direction and at least one lane. Longitudinal Road, Longitudinal Road, Henger Road, Hengsi Road, and the Longitudinal Road, Longitudinal Road, Hengyi Road, and Hengsan Road, which are used as the main roads, are designed to effectively utilize the bridge. Surface and pavement space.
( 3 )本发明的十字路立交桥, 横一路、横三路仅具有允许车辆从纵向路段 转弯进入横向路段的一个车流方向; 纵一路、 纵三路仅具有允许车辆从横向路 段转弯进入纵向路段的一个车流方向, 从而在主要供纵向车流通行的桥上路上 有了连通横向路的用于车辆左转弯的路与用于车辆右转弯的路, 即横一路与横 三路; 在主要供横向车流通行的桥下路上也有了连通纵向路的左转弯路与右转 弯路, 即纵一路与纵三路。 (3) The crossover overpass of the present invention, the horizontal one road and the third horizontal road only have a traffic flow direction that allows the vehicle to turn from the longitudinal road section into the horizontal road section; the longitudinal one road and the vertical three road only have one that allows the vehicle to turn from the horizontal road section into the longitudinal road section. The direction of traffic flow, thus on the road mainly for the longitudinal traffic There are roads for the left turn of the vehicle and roads for the right turn of the vehicle, namely Hengyi Road and Hengsan Road. There is also a left turn road connecting the longitudinal roads under the bridge for the horizontal traffic. With the right turn, that is, the longitudinal one and the third three.
以车辆依照交通规则靠右行驶为例, 车辆右转弯时 (例如从纵二路右侧的 正向车道右转弯进入横一路时),进行右转弯的车辆不会受到其他车辆影响;车 辆左转弯时(例如从纵二路右侧的正向车道左转弯进入横三路时),仅会与左侧 的逆向车道上的一部分车流发生路线交叉, 与现有技术的普通十字路口相比, 本发明的十字路立交桥的从纵向路左转弯进入横向路的车流不会受到横向路开 来的车辆的干涉, 从横向路左转弯进入纵向路的车流不会受到纵向路开来的车 辆的干涉, 从而不容易因此发生车辆碰撞, 有效地降低了交通事故发生率。  Take the vehicle to the right according to the traffic rules. When the vehicle turns right (for example, when turning right from the right lane on the right side of the second road to the horizontal one), the vehicle making the right turn will not be affected by other vehicles; the left turn of the vehicle When (for example, when turning from the forward lane on the right side of the vertical road to the third lane), it will only intersect with a part of the traffic flow on the reverse lane on the left side, compared with the conventional crossroads of the prior art. The traffic of the crossroad overpass of the invention that turns left from the longitudinal road into the transverse road is not interfered by the vehicle from the transverse road, and the traffic that turns left from the transverse road into the longitudinal road is not interfered by the vehicle from the longitudinal road, thereby It is not easy for a vehicle collision to occur, which effectively reduces the incidence of traffic accidents.
在车辆依照交通规则应该靠左行驶的情况下, 与上述分析类似, 本发明提 供的十字路立交桥同样可以方便左转弯、 右转弯车辆的行驶, 减少交通事故的 发生概率。  Similar to the above analysis, the crossroad overpass provided by the present invention can also facilitate the left-turn and right-turn vehicles to reduce the probability of traffic accidents.
( 4 )优选地,本发明的十字路立交桥的交叉路口处的桥面上还包括扩展的 桥面区域。 以车辆依照交通规则靠右行驶为例, 纵二路与横三路相连接处具有 第一扩展桥面区域, 以进一步扩展从纵二路左转弯进入横三路的车流的行驶空 间; 纵四路与横一路相连接处具有第二扩展桥面区域, 以进一步扩展从纵四路 左转弯进入横一路的车流的行驶空间, 通过设置上述扩展的桥面区域, 使得左 转弯的车辆行驶更加方便, 进一步减少了交通事故的发生概率。  (4) Preferably, the bridge deck at the intersection of the crossover overpass of the present invention further includes an expanded deck area. Taking the vehicle to the right according to the traffic rules, the first extended bridge deck area is connected to the longitudinal two roads and the horizontal three roads to further expand the driving space of the traffic flowing from the vertical two roads into the horizontal three roads; The road connecting the road and the horizontal road has a second extended deck area to further expand the running space of the traffic flowing from the vertical four-way to the horizontal one, and by setting the above-mentioned extended deck area, the left-turning vehicle is more convenient to travel. , further reducing the probability of occurrence of traffic accidents.
在车辆依照交通规则应该靠左行驶的情况下, 类似地, 纵二路与横一路相 连接处具有第一扩展桥面区域, 以进一步扩展从纵二路左转弯进入横一路的车 流的行驶空间; 纵四路与横三路相连接处具有第二扩展桥面区域, 以进一步扩 展从纵四路左转弯进入横三路的车流的行驶空间, 通过设置上述扩展的桥面区 域, 使得右转弯的车辆行驶更加方便, 进一步减少了交通事故的发生概率。  Similarly, in the case where the vehicle should travel to the left according to the traffic rules, similarly, the longitudinal two-way and the horizontal one have a first extended bridge deck area to further expand the driving space of the traffic flowing from the longitudinal two-way to the horizontal one. The junction of the longitudinal four-way and the horizontal three-way has a second extended deck area to further expand the running space of the traffic from the vertical four-way left turn into the horizontal three-way, and by setting the above-mentioned extended deck area, making a right turn The vehicle is more convenient to drive, further reducing the probability of traffic accidents.
( 5 )优选地, 本发明的十字路立交桥的桥上路还包括纵五路、 纵六路, 其 中, 纵五路和纵二路分别位于纵一路的相对两侧, 纵六路和纵四路分别位于纵 三路的相对两侧。 优选纵五路、 纵六路都是单向路, 仅具有一个车流方向, 至 少包括一条车道。 以车辆依照交通规则靠右行驶为例, 在纵二路上正向行驶的 直行车流可以直接直行驶入纵六路, 从而进一步减少了纵二路上正向行驶的直 行车流与从对面纵四路左转弯进入横一路的左转弯车流的相互交叉的重叠区 域, 进一步降低了车辆碰撞引发交通事故的概率; 在纵四路上正向行驶的直行 车流可以直接直行驶入纵五路, 从而进一步减少了纵四路上正向行驶的直行车 流与从对面纵二路左转弯进入横三路的左转弯车流的相互交叉的重叠区域, 进 一步降低了车辆碰撞引发交通事故的概率。 在车辆依照交通规则应该靠左行驶 的情况下, 与上述分析类似, 在此不再赘述。  (5) Preferably, the bridge overpass of the crossover overpass of the present invention further includes a vertical five-way and a vertical six-way, wherein the vertical five-way and the longitudinal two-way are respectively located on opposite sides of the longitudinal one, and the vertical six-way and the vertical four-way are respectively located in the longitudinal The opposite sides of the three roads. Preferably, the vertical five roads and the vertical six roads are one-way roads, and have only one traffic flow direction, and at least one lane. Taking the vehicle to the right according to the traffic rules, the straight traffic on the vertical 2nd road can be directly driven into the vertical 6th road, thereby further reducing the straight traffic flow on the vertical road and the left turn from the opposite vertical road. The overlapping areas of the left-turn traffic flowing into Hengyi Road further reduce the probability of traffic accidents caused by vehicle collisions; the straight traffic on the vertical four-way road can directly go straight into the vertical five-way, thus further reducing the vertical four. The overlapping area of the straight traffic on the road and the left turn from the opposite vertical road to the left turn of the third road further reduce the probability of traffic accidents caused by vehicle collisions. In the case where the vehicle should be driven to the left according to the traffic rules, it is similar to the above analysis and will not be described here.
( 6 )与上面的分析类似,在本发明的十字路立交桥的桥上路还包括纵五路、 纵六路的情况下, 交叉路口处的桥面上也可以包括扩展的桥面区域。 在车辆依 照交通规则应该靠右行驶的情况下, 纵五路与横三路相连接处具有第一扩展桥 面区域, 纵六路与横一路相连接处具有第二扩展桥面区域, 通过设置上述扩展 的桥面区域, 使得左转弯的车辆行驶更加方便, 进一步减少了交通事故的发生 概率; 在车辆依照交通规则应该靠左行驶的情况下, 纵五路与横一路相连接处 具有第一扩展桥面区域, 纵六路与横三路相连接处具有第二扩展桥面区域, 通 过设置上述扩展的桥面区域, 使得右转弯的车辆行驶更加方便, 进一步减少了 交通事故的发生概率。 (6) Similar to the above analysis, in the case where the bridge overpass of the crossroad overpass of the present invention further includes a vertical five-way and a vertical six-way, the bridge deck at the intersection may also include an extended deck area. In the case that the vehicle should travel to the right according to the traffic rules, the junction of the vertical five road and the horizontal three road has a first extended bridge deck area, and the junction of the longitudinal six road and the horizontal one road has a second extended bridge deck area, by setting the above The extended bridge deck area makes the left-turning vehicle more convenient, further reducing the probability of traffic accidents; in the case that the vehicle should be driven to the left according to traffic rules, the connection between the vertical five road and the horizontal one road has the first expansion. In the bridge deck area, the junction of the longitudinal six-way and the horizontal three-way has a second extended deck area, and by providing the above-mentioned extended deck area, the right-turning vehicle is more convenient to travel, further reducing The probability of occurrence of a traffic accident.
( 7)优选地, 本发明的十字路立交桥的桥下路还包括横五路、 横六路, 其 中, 横五路和横二路分别位于横一路的相对两侧, 横六路和横四路分别位于横 三路的相对两侧。 优选横五路、 横六路都是单向路, 仅具有一个车流方向, 至 少包括一条车道。 与上面的分析类似, 在车辆依照交通规则应该靠右行驶的情 况下, 在横二路上正向行驶的直行车流可以直接直行驶入横六路, 从而进一步 减少了横二路上正向行驶的直行车流与从对面横四路左转弯进入纵三路的左转 弯车流的相互交叉的重叠区域, 进一步降低了车辆碰撞引发交通事故的概率; 在横四路上正向行驶的直行车流可以直接直行驶入横五路, 从而进一步减少了 横四路上正向行驶的直行车流与从对面横二路左转弯进入纵一路的左转弯车流 的相互交叉的重叠区域, 进一步降低了车辆碰撞引发交通事故的概率。 在车辆 依照交通规则应该靠左行驶的情况下, 与上述分析类似, 在此不再赘述。  (7) Preferably, the bridge underpass of the crossover overpass of the present invention further includes Hengwu Road and Hengliu Road, wherein Hengwu Road and Henger Road are respectively located on opposite sides of Hengyi Road, and Hengliu Road and Hengsi Road are respectively located. The opposite sides of the horizontal three roads. Preferably, Hengwu Road and Hengliu Road are all one-way roads, and only have one traffic direction, and at least one lane. Similar to the above analysis, in the case that the vehicle should be driven to the right according to the traffic rules, the straight traffic that is traveling forward on the horizontal two road can directly go straight into the horizontal six road, thereby further reducing the straight traffic flow on the horizontal two road. The overlapping area of the left-turning traffic flowing from the opposite side of the four-way road to the third-way road further reduces the probability of traffic accidents caused by vehicle collisions; the straight traffic that is traveling forward on the horizontal four-way can directly go straight into the horizontal The five-way road further reduces the overlapping area of the straight traffic flow on the horizontal four-way forward and the left-turn traffic flow from the opposite horizontal two-way turn to the vertical one, further reducing the probability of traffic accidents caused by vehicle collision. In the case where the vehicle should travel to the left according to the traffic rules, it is similar to the above analysis and will not be described here.
( 8)本发明提供的公路网的十字路口处具有上述的十字路立交桥,可以将 公路网的车流量较大的主干道作为上述十字路立交桥的纵向道路, 经由桥上路 通行, 从而使得经由桥下路通行的横向支路上直行及转弯的车流与主干道车流 分开彼此独立通行, 主干道与支路车流不产生直接交会, 这样就达到了明显减 轻主干道车辆拥堵的效果, 提高了主干道车流通行的顺畅程度; 而且, 本发明 提供的公路网也减少了直行车流与转弯车流相互干涉的重叠区域, 降低了车辆 碰撞引发交通事故的概率; 此外, 本发明提供的公路网总体来说占用的平面面 积和立体空间都较小, 不仅节省了工程造价, 而且大大节省了交通路网设计建 造的面积和空间成本。  (8) The crossroad intersection of the road network provided by the present invention has the above-mentioned crossroad overpass, and the main road with a large traffic volume of the road network can be used as the longitudinal road of the crossroad overpass, and is passed through the bridge road, thereby making the road through the bridge The straight traffic on the horizontal branch road and the traffic flow on the main road are separated from each other by the main road traffic. The main road and the branch road traffic do not directly intersect, thus achieving the effect of significantly reducing the congestion of the main road vehicles and improving the circulation of the main road vehicles. The smoothness of the road network also reduces the overlapping area of the straight traffic flow and the turning traffic flow, and reduces the probability of a traffic accident caused by the vehicle collision; further, the road network occupied by the present invention generally occupies a plane The area and the three-dimensional space are small, which not only saves the project cost, but also greatly saves the area and space cost of the traffic road network design and construction.
附图说明 DRAWINGS
构成本发明的一部分的说明书附图用来提供对本发明的进一步理解, 说明 书附图用于示意性地帮助理解本发明的技术方案, 并不构成对本发明的不当限 定。 在附图中:  BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawings, which are incorporated in the claims In the drawing:
图 1为现有技术的同一个平面上的十字路口示意图;  1 is a schematic view of an intersection on the same plane of the prior art;
图 2为现有技术的环岛型十字路口示意图;  2 is a schematic view of a prior art roundabout type intersection;
图 3为现有技术的十字形畅通式立交桥的示意图;  3 is a schematic view of a prior art cross-shaped overpass;
图 4为本发明十字路立交桥的实施例一的示意图;  4 is a schematic view of Embodiment 1 of a crossroad overpass according to the present invention;
图 4' 为实施例一的一种优选实施方式示意图;  Figure 4 is a schematic view of a preferred embodiment of the first embodiment;
图 5为本发明十字路立交桥的实施例二的示意图;  Figure 5 is a schematic view showing the second embodiment of the crossover overpass of the present invention;
图 5 ' 为实施例二的一种优选实施方式示意图;  Figure 5 is a schematic view of a preferred embodiment of the second embodiment;
图 6为本发明十字路立交桥的实施例三的示意图;  6 is a schematic view of a third embodiment of a crossover overpass according to the present invention;
图 6, 为实施例三的一种优选实施方式示意图;  Figure 6 is a schematic view showing a preferred embodiment of the third embodiment;
图 7为本发明十字路立交桥的实施例四的示意图;  Figure 7 is a schematic view showing the fourth embodiment of the crossover overpass of the present invention;
图 7 ' 为实施例四的一种优选实施方式示意图;  Figure 7 is a schematic view of a preferred embodiment of the fourth embodiment;
图 8为本发明十字路立交桥的实施例五的示意图;  Figure 8 is a schematic view showing the fifth embodiment of the crossover overpass of the present invention;
图 9为本发明十字路立交桥的实施例六的示意图;  Figure 9 is a schematic view showing the sixth embodiment of the crossover overpass of the present invention;
图 10为本发明十字路立交桥的实施例七的示意图;  Figure 10 is a schematic view showing the seventh embodiment of the crossover overpass of the present invention;
图 11为本发明十字路立交桥的实施例八的示意图;  Figure 11 is a schematic view showing the eighth embodiment of the crossover overpass of the present invention;
图 12为本发明公路网的实施例九的示意图;  Figure 12 is a schematic view showing Embodiment 9 of the road network of the present invention;
图 13为本发明公路网的实施例十的示意图;  Figure 13 is a schematic view showing a tenth embodiment of the road network of the present invention;
图 14为本发明公路网的实施例十一的示意图; 图 15为本发明公路网的实施例十二的示意图。 Figure 14 is a schematic view showing the eleventh embodiment of the road network of the present invention; Figure 15 is a schematic view of the twelfth embodiment of the road network of the present invention.
具体实施方式 detailed description
下面将结合本发明实施例, 对本发明的技术方案进行详细的说明, 但如下 实施例仅是用以理解本发明, 而不能限制本发明, 本发明中的实施例及实施例 中的特征可以相互组合, 本发明可以由权利要求限定和覆盖的多种不同方式实 施。  The technical solutions of the present invention will be described in detail below with reference to the embodiments of the present invention. However, the following embodiments are only for understanding the present invention and are not intended to limit the present invention. The features of the embodiments and the embodiments of the present invention may be mutually Combinations, the invention may be embodied in a number of different ways as defined and covered by the claims.
本发明中所称的 "纵向" 、 "横向"具有相对的含义, 即 "纵向"并非特 指南北方向, "横向"也并非特指东西方向,只要在十字路的交叉处, "纵向" 和 "横向"道路相互交叉成一角度即可,该角度优选为等于或接近于 90度。本 发明的实施例中的十字路立交桥在旋转任意一个角度(例如顺时针旋转 90度或 270度) 之后的变型实施方式, 仍包含在本发明的保护范围之内。  The term "longitudinal" and "transverse" as used in the present invention have the relative meanings, that is, "longitudinal" is not the north direction of the special guide, and "horizontal" is not specifically referring to the east-west direction, as long as the intersection of the crossroads, "longitudinal" and " The lateral "roads intersect at an angle to each other, and the angle is preferably equal to or close to 90 degrees. Modified embodiments of the crossover overpass in embodiments of the present invention after rotating at any angle (e.g., 90 degrees or 270 degrees clockwise) are still within the scope of the present invention.
实施例一  Embodiment 1
如图 4所示, 十字路立交桥由桥上路和桥下路组成, 桥上路包括纵二路 2、 横一路 3、 纵四路 6、 横三路 7; 桥下路包括纵一路 1、 横二路 4、 纵三路 5、 横 四路 8, 其中, 纵一路 1与纵二路 2组成通向背面的纵向路段, 纵三路 5与纵 四路 6组成通向前面的纵向路段, 通向背面的纵向路段与通向前面的纵向路段 连成纵向路; 横一路 3与横二路 4组成通向右侧的横向路段, 横三路 7与横四 路 8组成通向左侧的横向路段, 通向右侧的横向路段与通向左侧的横向路段连 成横向路。  As shown in Figure 4, the crossover overpass is composed of Qiaoshang Road and Xiaqiao Road. The bridge road includes Long Er Road 2, Hengyi Road 3, Long 4 Road 6, and Heng 3 Road 7. Bridge Road includes Longitudin Road 1 and Heng 2 Road. 4. Longitudinal three roads 5 and Hengsi roads 8, among which, longitudinal one road 1 and vertical two road 2 form a longitudinal section leading to the back side, and longitudinal three roads 5 and longitudinal four roads 6 form a longitudinal section leading to the front, leading to the back The longitudinal section and the longitudinal section leading to the front are connected into a longitudinal road; the horizontal road 3 and the second road 4 form a horizontal section leading to the right side, and the horizontal 3 road 7 and the horizontal 4 road 8 form a horizontal section leading to the left side. The lateral section leading to the right side is connected to the transverse section leading to the left side into a transverse path.
纵向车流主要经由桥上路通行, 横向车流主要经由桥下路通行, 纵向车流 和横向车流不需要交替停止和通行, 这样, 即使在没有配备红绿灯进行交通指 挥调度的情况下车流也可以顺畅地通行, 使得十字路口的交通井然有序, 避免 了车流的聚集和拥堵。  The longitudinal traffic flow mainly passes through the bridge road, and the horizontal traffic flow mainly passes through the bridge down road. The longitudinal traffic and the horizontal traffic flow do not need to be alternately stopped and passed, so that the traffic flow can be smoothly carried out even without traffic lights for traffic command and dispatch. The traffic at the intersection is orderly, avoiding the accumulation and congestion of traffic.
另外, 桥上路优选为设于所述桥下路的上方, 桥上路和桥下路优选为两边 设有护栏, 所述护栏为防撞护拦。  In addition, the upper bridge road is preferably disposed above the lower road of the bridge, and the upper bridge road and the lower bridge road are preferably provided with guardrails on both sides, and the guard rail is an anti-collision guard.
优选地, 纵二路 2、 纵四路 6、 横二路 4、 横四路 8均为双向路, 具有两个 相反的车流方向, 至少包括两条车道; 纵一路 1、 纵三路 5、 横一路 3、 横三路 7 均为单向路, 仅具有一个车流方向, 至少包括一条车道。 这样, 桥上路和桥 下路上通行的直行的车流不需要减速、 转弯和环行, 从而不会对直行车流的行 驶速度造成不利影响。  Preferably, the longitudinal second road 2, the vertical four road 6, the second horizontal road 4, and the horizontal four road 8 are two-way roads, having two opposite traffic directions, including at least two lanes; longitudinal one road, vertical three roads 5, Both Hengyi Road 3 and Hengsan Road 7 are one-way roads with only one traffic direction and at least one lane. In this way, the straight traffic on the bridge and under the bridge does not require deceleration, cornering and looping, so that it does not adversely affect the speed of the straight traffic.
本实施例适用于车辆依照交通规则靠右行驶的情形, gp, 根据道路的延伸 方向, 纵四路 6位于纵三路 5的左侧, 横三路 7位于横四路 8的右侧, 纵二路 2位于纵一路 1的左侧, 横一路 3位于横二路 4的右侧, 具体说明如下:  This embodiment is applicable to the case where the vehicle travels to the right according to the traffic rule, gp, according to the extending direction of the road, the longitudinal four road 6 is located on the left side of the longitudinal three road 5, and the horizontal three road 7 is located on the right side of the horizontal four road 8, vertical The second road 2 is located on the left side of the longitudinal one road 1, and the horizontal one road 3 is located on the right side of the horizontal two road 4, as follows:
右转弯的行驶路线: 对于桥上路来说, 纵二路 2与横一路 3相邻, 车辆从 纵二路 2右侧的正向车道右转弯进入横一路 3时, 不会受到其他车道上的车辆 影响; 纵四路 6与横三路 7相邻, 车辆从纵四路 6右侧的正向车道右转弯进入 横三路 7时, 不会受到其他车道上的车辆影响。 对于桥下路来说, 横二路 4与 纵三路 5相邻, 车辆从横二路 4右侧的正向车道右转弯进入纵三路 5时, 不会 受到其他车道上的车辆影响; 横四路 8与纵一路 1相邻, 车辆从横四路 8右侧 的正向车道右转弯进入纵一路 1时, 不会受到其他车道上的车辆影响。  Right-turning route: For the bridge road, the longitudinal 2nd road 2 is adjacent to the horizontal 1st road. When the vehicle turns right from the forward lane on the right side of the longitudinal 2nd road 2 into the horizontal road 3, it will not be affected by other lanes. Vehicle impact; Long 4 Road 6 and Heng 3 Road 7 are adjacent to each other. When the vehicle turns right from the forward lane on the right side of Long 4 Road 6 and enters Hengsan Road 7, it will not be affected by vehicles in other lanes. For the bridge road, the second road 4 and the third road 5 are adjacent to each other. When the vehicle turns right from the forward lane on the right side of the second road 4 into the vertical three road 5, it will not be affected by the vehicles in other lanes; The horizontal four road 8 is adjacent to the longitudinal one road 1. When the vehicle turns right from the forward lane on the right side of the horizontal four road 8 into the longitudinal one road, it will not be affected by the vehicles in other lanes.
左转弯的行驶路线:对于桥上路来说,纵二路 2与横三路 7并非直接相邻, 而是通过与纵二路 2左右错开的纵四路 6的部分路口区域以及第一扩展桥面区 域 21相连接,车辆从纵二路 2右侧的正向车道左转弯进入横三路 7时, 与现有 技术的普通十字路口相比, 不会受到横向路开来的车辆的干涉, 而且由于交叉 处的桥面较宽,尤其是连接处第一扩展桥面区域 21的设置,进一步扩展从纵二 路 2左转弯进入横三路 7的车流的行驶空间, 从而使得左转弯的车辆行驶更加 方便; 类似地, 纵四路 6与横一路 3并非直接相邻, 而是通过与纵四路 6左右 错开的纵二路 2的部分路口区域以及第二扩展桥面区域 22相连接,车辆从纵四 路 6右侧的正向车道左转弯进入横一路 3时,与现有技术的普通十字路口相比, 不会受到纵向路开来的车辆的干涉, 而且由于交叉处的桥面较宽, 尤其是连接 处第二扩展桥面区域 22 的设置, 进一步扩展从纵四路 6左转弯进入横一路 3 的车流的行驶空间, 从而使得左转弯的车辆行驶更加方便。 对于桥下路来说, 类似地, 本实施例同样方便了车辆从横二路 4右侧的正向车道左转弯进入纵一 路 1时, 或者从横四路 8右侧的正向车道左转弯进入纵三路 5时的流畅行驶。 The driving route for the left turn: For the bridge road, the longitudinal two road 2 and the horizontal three road 7 are not directly adjacent, but the partial intersection area of the vertical four road 6 which is offset from the longitudinal two road 2 and the first expansion bridge The surface area 21 is connected, and the vehicle turns left from the forward lane on the right side of the longitudinal two road 2 into the horizontal three road 7 Compared with the ordinary intersection of the technology, it is not interfered by the vehicle from the lateral road, and because the bridge surface at the intersection is wider, especially the arrangement of the first extension bridge surface area 21 at the joint, further expanding from the longitudinal two-way 2 Turn left into the driving space of the traffic of Hengsan Road 7, so that the left-turning vehicle is more convenient to travel; similarly, the vertical four-way 6 and the horizontal one-way 3 are not directly adjacent, but are staggered by the vertical four-way 6 or so. The partial intersection area of the longitudinal second road 2 and the second extension bridge surface area 22 are connected, and the vehicle turns left from the forward lane on the right side of the longitudinal four road 6 into the horizontal one road 3, compared with the conventional ordinary intersection. , will not be interfered by the vehicle from the longitudinal road, and because the bridge deck at the intersection is wider, especially the setting of the second extension deck area 22 at the joint, further expands from the vertical four road 6 to the left to enter the horizontal road 3 The driving space of the traffic flow makes it easier to drive the left-turning vehicle. For the bridge down road, similarly, this embodiment is also convenient for the vehicle to turn left from the forward lane on the right side of the second road 4 into the longitudinal lane 1, or from the forward lane on the right side of the transverse road 8 to the left. Entering the vertical three roads at 5 o'clock.
优选地, 如图 4 ' 所示, 桥下路还可以包括分别与桥上路的纵二路 2、纵四 路 6、 横一路 3、 横三路 7接壤且具有相同车流方向的纵七路 13、 纵八路 14、 横七路 15、 横八路 16, 其中, 桥上路的纵二路 2、 纵四路 6、 横一路 3、 横三 路 7分别设于所述桥下路的上方, 且桥上路的纵二路 2、 纵四路 6、 横一路 3、 横三路 7的垂直投影不超出桥下路的外轮廓, 本实施例的十字路立交桥的结构 简单占用的平面面积和立体空间都较小, 不仅节省了工程造价, 而且大大节省 了公路规划的面积和空间成本。  Preferably, as shown in FIG. 4', the bridge lower road may further include a vertical seven road 13 which is respectively adjacent to the longitudinal two road 2, the vertical four road 6, the horizontal one road 3, and the horizontal three road 7 of the bridge upper road and has the same traffic flow direction. , Lvba Road 14, Hengqi Road 15, Hengba Road 16, among them, Longitudinal Road 2, Longitudinal Road 6, Hengyi Road 3, and Hengsan Road 7 of Qiaoshang Road are respectively located above the bridge road, and the bridge The vertical projection of the vertical road 2, the vertical 4 road 6, the horizontal 1 road, and the horizontal road 7 on the road does not exceed the outer contour of the bridge under the bridge. The cross-section overpass of this embodiment simply occupies the plane area and the three-dimensional space. Small, not only saves the project cost, but also greatly saves the area and space cost of road planning.
另外, 作为另一种更为优选的实施方式, 所述纵二路 2、 所述纵四路 6、 所 述横二路 4和所述横四路 8在靠近纵向路和横向路交叉处具有缓冲区。  In addition, as another more preferred embodiment, the longitudinal two-path 2, the longitudinal four-way 6, the horizontal two-way 4, and the horizontal four-way 8 have an intersection near the longitudinal path and the lateral path. Buffer.
实施例二  Embodiment 2
如图 5所示, 十字路立交桥由桥上路和桥下路组成, 桥上路包括纵二路 2、 横一路 3、 纵四路 6、 横三路 7; 桥下路包括纵一路 1、 横二路 4、 纵三路 5、 横 四路 8, 其中, 纵一路 1与纵二路 2组成通向背面的纵向路段, 纵三路 5与纵 四路 6组成通向前面的纵向路段, 通向背面的纵向路段与通向前面的纵向路段 连成纵向路; 横一路 3与横二路 4组成通向右侧的横向路段, 横三路 7与横四 路 8组成通向左侧的横向路段, 通向右侧的横向路段与通向左侧的横向路段连 成横向路。  As shown in Figure 5, the crossover overpass is composed of Qiaoshang Road and Xiaqiao Road. The bridge road includes Long Er Road 2, Hengyi Road 3, Long 4 Road 6, and Heng 3 Road 7. Bridge Road includes Longitudin Road 1 and Heng 2 Road. 4. Longitudinal three roads 5 and Hengsi roads 8, among which, longitudinal one road 1 and vertical two road 2 form a longitudinal section leading to the back side, and longitudinal three roads 5 and longitudinal four roads 6 form a longitudinal section leading to the front, leading to the back The longitudinal section and the longitudinal section leading to the front are connected into a longitudinal road; the horizontal road 3 and the second road 4 form a horizontal section leading to the right side, and the horizontal 3 road 7 and the horizontal 4 road 8 form a horizontal section leading to the left side. The lateral section leading to the right side is connected to the transverse section leading to the left side into a transverse path.
纵向车流主要经由桥上路通行, 横向车流主要经由桥下路通行, 纵向车流 和横向车流不需要交替停止和通行, 这样, 即使在没有配备红绿灯进行交通指 挥调度的情况下车流也可以顺畅地通行, 使得十字路口的交通井然有序, 避免 了车流的聚集和拥堵。  The longitudinal traffic flow mainly passes through the bridge road, and the horizontal traffic flow mainly passes through the bridge down road. The longitudinal traffic and the horizontal traffic flow do not need to be alternately stopped and passed, so that the traffic flow can be smoothly carried out even without traffic lights for traffic command and dispatch. The traffic at the intersection is orderly, avoiding the accumulation and congestion of traffic.
另外, 桥上路优选为设于所述桥下路的上方, 桥上路和桥下路优选为两边 设有护栏。  Further, the bridge upper road is preferably provided above the bridge lower road, and the bridge upper road and the bridge lower road are preferably provided with guardrails on both sides.
优选地, 纵二路 2、 纵四路 6、 横二路 4、 横四路 8均为双向路, 具有两个 相反的车流方向, 至少包括两条车道; 纵一路 1、 纵三路 5、 横一路 3、 横三路 7 均为单向路, 仅具有一个车流方向, 至少包括一条车道。 这样, 桥上路和桥 下路上通行的直行的车流不需要减速、 转弯和环行, 从而不会对直行车流的行 驶速度造成不利影响。  Preferably, the longitudinal second road 2, the vertical four road 6, the second horizontal road 4, and the horizontal four road 8 are two-way roads, having two opposite traffic directions, including at least two lanes; longitudinal one road, vertical three roads 5, Both Hengyi Road 3 and Hengsan Road 7 are one-way roads with only one traffic direction and at least one lane. In this way, the straight traffic on the bridge and under the bridge does not require deceleration, cornering and looping, so that it does not adversely affect the speed of the straight traffic.
本实施例适用于车辆依照交通规则靠左行驶的情形, gp, 根据道路的延伸 方向, 纵四路 6位于纵三路 5的右侧, 横三路 7位于横四路 8的左侧, 纵二路 2位于纵一路 1的右侧, 横一路 3位于横二路 4的左侧, 具体说明如下:  This embodiment is applicable to the case where the vehicle travels to the left according to the traffic rules, gp, according to the extending direction of the road, the longitudinal four road 6 is located on the right side of the longitudinal three road 5, and the horizontal three road 7 is located on the left side of the horizontal four road 8, vertical The second road 2 is located on the right side of the longitudinal one road 1, and the horizontal one road 3 is located on the left side of the horizontal two road 4, as follows:
左转弯的行驶路线: 对于桥上路来说, 纵二路 2与横三路 7相邻, 车辆从 纵二路 2左侧的正向车道左转弯进入横三路 7时, 不会受到其他车道上的车辆 影响; 纵四路 6与横一路 3相邻, 车辆从纵四路 6左侧的正向车道左转弯进入 横一路 3时, 不会受到其他车道上的车辆影响。 对于桥下路来说, 横二路 4与 纵一路 1相邻, 车辆从横二路 4左侧的正向车道左转弯进入纵一路 1时, 不会 受到其他车道上的车辆影响; 横四路 8与纵三路 5相邻, 车辆从横四路 8左侧 的正向车道左转弯进入纵三路 5时, 不会受到其他车道上的车辆影响。 The route of the left turn: For the bridge road, the longitudinal 2 road 2 is adjacent to the horizontal 3 road, the vehicle is from When the forward lane on the left side of Long 2 Road 2 turns left into 7th Road of Hengsan Road, it will not be affected by vehicles in other lanes; Vertical 4 Road 6 is adjacent to Hengyi Road 3, and the vehicle is from the left side of Longitudinal Road 6 When turning left into the lane and entering the horizontal road 3, it will not be affected by the vehicles in other lanes. For the bridge road, the second road 4 is adjacent to the longitudinal road 1. When the vehicle turns left from the forward lane on the left side of the second road 4 into the longitudinal road 1, it will not be affected by the vehicles in other lanes; Road 8 is adjacent to Longitudinal Road 5, and when the vehicle turns left from the forward lane on the left side of Hengsi Road 8 into Longitudinal Road 5, it will not be affected by vehicles in other lanes.
右转弯的行驶路线:对于桥上路来说,纵二路 2与横一路 3并非直接相邻, 而是通过与纵二路 2左右错开的纵四路 6的部分路口区域以及第一扩展桥面区 域 21相连接,车辆从纵二路 2左侧的正向车道右转弯进入横一路 3时, 与现有 技术的普通十字路口相比, 不会受到横向路开来的车辆的干涉, 而且由于交叉 处的桥面较宽,尤其是连接处第一扩展桥面区域 21的设置,进一步扩展从纵二 路 2右转弯进入横一路 3的车流的行驶空间, 从而使得左转弯的车辆行驶更加 方便; 类似地, 纵四路 6与横三路 7并非直接相邻, 而是通过与纵四路 6左右 错开的纵二路 2的部分路口区域以及第二扩展桥面区域 22相连接,车辆从纵四 路 6左侧的正向车道左转弯进入横三路 7时,与现有技术的普通十字路口相比, 不会受到纵向路开来的车辆的干涉, 而且由于交叉处的桥面较宽, 尤其是连接 处第二扩展桥面区域 22 的设置, 进一步扩展从纵四路 6右转弯进入横三路 7 的车流的行驶空间, 从而使得左转弯的车辆行驶更加方便。 对于桥下路来说, 类似地, 本实施例同样方便了车辆从横二路 4左侧的正向车道右转弯进入纵三 路 5时, 或者从横四路 8左侧的正向车道右转弯进入纵一路 1时的流畅行驶。  The right-turning route: For the bridge road, the longitudinal two-way 2 and the horizontal one-way 3 are not directly adjacent, but the partial intersection area of the vertical four-way 6 which is offset from the longitudinal two-way 2 and the first extended bridge deck The area 21 is connected, and when the vehicle turns right from the forward lane on the left side of the longitudinal two road 2 into the horizontal one road 3, it is not interfered by the vehicle from the lateral road compared with the conventional common intersection, and The bridge deck at the intersection is wider, especially the arrangement of the first extended deck surface area 21 at the joint, further expanding the travel space of the traffic flowing from the longitudinal two road 2 to the transverse one road 3, thereby making the left turn vehicle more convenient to travel. Similarly, the longitudinal four-way 6 and the horizontal three-way 7 are not directly adjacent, but are connected by a partial intersection area of the longitudinal two-way 2 and the second extended bridge surface area 22 which are staggered from the longitudinal four-way 6 or so. When the forward lane on the left side of the vertical 4 road 6 turns left into the third road 7 , it will not be interfered by the vehicle from the longitudinal road compared with the ordinary crossroad of the prior art, and the bridge deck at the intersection Wide, especially at the second extension connection bridge region 22 is provided, to further expand into the vehicle traffic flow three-way cross-7 with four longitudinal space 6 from the right turn, left turn so that the driving easier. For the bridge down road, similarly, this embodiment is also convenient for the vehicle to turn right from the forward lane on the left side of the horizontal two road 4 into the vertical three road 5, or from the right lane on the left side of the horizontal four road 8 The smooth travel when turning into the vertical one.
优选地,如图 5 ' 所示,桥下路还包括分别与桥上路的纵二路 2、纵四路 6、 横一路 3、 横三路 7接壤且具有相同车流方向的纵七路 13、 纵八路 14、 横七路 15、 横八路 16, 其中, 桥上路的纵二路 2、 纵四路 6、 横一路 3、 横三路 7分别 设于所述桥下路的上方, 且桥上路的纵二路 2、 纵四路 6、 横一路 3、 横三路 7 的垂直投影不超出桥下路的外轮廓, 本实施例的十字路立交桥的结构简单占用 的平面面积和立体空间都较小, 不仅节省了工程造价, 而且大大节省了公路规 划的面积和空间成本。  Preferably, as shown in FIG. 5', the bridge lower road further includes a vertical seven road 13 which is respectively adjacent to the longitudinal two road 2, the vertical four road 6, the horizontal one road 3, and the horizontal three road 7 of the bridge road and has the same traffic direction. Long 8 Road 14, Heng 7 Road 15, Heng 8 Road 16, of which, Bridge Road's Long Er Road 2, Long 4 Road 6, Hengyi Road 3, Heng 3 Road 7 are respectively located above the bridge road, and the bridge road The vertical projection of the longitudinal 2nd road 2, the vertical 4th road 6, the horizontal 1st road 3, and the horizontal 3rd road 7 does not exceed the outer contour of the bridge lower road. The cross-section overpass structure of this embodiment simply occupies a small plane area and a small three-dimensional space. It not only saves the project cost, but also saves the area and space cost of road planning.
实施例三  Embodiment 3
如图 6所示, 本实施例与实施例一类似, 区别仅在于, 桥上路还包括纵五 路 9、 纵六路 10, 其中, 纵五路 9和纵二路 2分别位于纵一路 1的两侧; 纵六 路 10和纵四路 6分别位于纵三路 5的两侧。 在这里, 纵五路 9、 纵六路 10都 是单向路, 仅具有一个车流方向, 至少包括一条车道。  As shown in FIG. 6, the embodiment is similar to the first embodiment except that the bridge road further includes a vertical five road 9 and a vertical six road 10, wherein the vertical five road 9 and the vertical two road 2 are respectively located at the longitudinal one road 1 Side; longitudinal 6 road 10 and vertical 4 road 6 are located on both sides of longitudinal 3 road 5 respectively. Here, the vertical five roads 9 and the vertical six roads 10 are all one-way roads, and only have one traffic flow direction, including at least one lane.
本实施例适用于车辆依照交通规则靠右行驶的情形, gp, 根据道路的延伸 方向, 纵六路 10位于纵三路 5的右侧, 纵五路 9位于纵一路 1的右侧, 适用于 车辆朝道路延伸方向行驶, 具体说明如下:  This embodiment is applicable to the case where the vehicle travels to the right according to the traffic rule, gp, according to the extending direction of the road, the vertical six road 10 is located on the right side of the longitudinal three road 5, and the vertical five road 9 is located on the right side of the longitudinal one road 1, suitable for the vehicle Drive in the direction of the road, as follows:
在纵二路 2的右侧车道上行驶的直行车流可以直接直行驶入纵六路 10, 从 而减少了纵二路 2上正向行驶的直行车流与从对面纵四路 6左转弯进入横一路 3的左转弯车流的相互交叉的重叠区域, 而且, 在纵六路 10与横一路 3相连接 处设置有第二扩展桥面区域 22, 从而使得桥上路的左转弯车辆行驶更加方便; 同样地,在纵四路 6的右侧车道上行驶的直行车流可以直接直行驶入纵五路 9, 从而减少了纵四路 6上正向行驶的直行车流与从对面纵二路 2左转弯进入横三 路 7的左转弯车流的相互交叉的重叠区域, 而且, 在纵五路 9与横三路 Ί相连 接处设置有第一扩展桥面区域 21, 从而使得桥上路的左转弯车辆行驶更加方 便。 The straight traffic on the right lane of the second road 2 can be directly driven into the vertical six road 10, thereby reducing the straight traffic flow on the vertical road 2 and the left direction from the opposite vertical road 6 into the horizontal road 3 The overlapping area of the left turn traffic flows, and the second extended bridge surface area 22 is provided at the junction of the longitudinal six road 10 and the horizontal one road 3, so that the left turn vehicle on the bridge is more convenient to travel; likewise, The straight traffic on the right lane of the vertical 4 road 6 can directly go straight into the vertical 5 road 9, thus reducing the straight traffic flow on the vertical road 6 and the left direction from the opposite vertical road 2 into the horizontal three road The overlapping area of the left turn traffic of 7 is intersected, and the first extended bridge surface area 21 is provided at the junction of the vertical five road 9 and the horizontal three way, so that the left turn vehicle on the bridge road travels more squarely. Will.
° 优选地, 图 6 ' 所示, 桥下路还包括分别与桥上路的纵二路 2、 纵五路 9、 纵四路 6、 纵六路 10、 横一路 3、 横三路 7接壤且具有相同车流方向的纵七路 13、 纵九路 17、 纵八路 14、 纵十路 18、 横七路 15、 横八路 16, 其中, 桥上路 的纵二路 2、 纵五路 9、 纵四路 6、 纵六路 10、 横一路 3、 横三路 7分别设于所 述桥下路的上方, 且桥上路的纵二路 2、 纵五路 9、 纵四路 6、 纵六路 10、 横一 路 3、 横三路 7的垂直投影不超出桥下路的外轮廓, 本实施例的十字路立交桥 的结构简单占用的平面面积和立体空间都较小, 不仅节省了工程造价, 而且大 大节省了公路规划的面积和空间成本。 实施例四  Preferably, as shown in Fig. 6', the bridge road also includes a vertical road 2, a vertical road 5, a vertical road 6, a vertical road 10, a horizontal road 3, and a horizontal road 7 respectively on the bridge road and has The same traffic direction of the vertical seven roads 13, the vertical nine roads 17, the vertical eight roads 14, the vertical ten roads 18, the Hengqi road 15, the horizontal eight roads 16, of which, the bridge 2, the second road, the vertical five road 9, the vertical four road 6. Vertical 6 Road 10, Hengyi Road 3, Heng 3 Road 7 are respectively located above the bridge road, and the bridge road is 2nd Road 2, Long 5 Road 9, Long 4 Road 6, Long 6 Road 10, Hengyi Road 3. The vertical projection of the horizontal three-way 7 does not exceed the outer contour of the lower bridge. The cross-overpass of the present embodiment has a small plane area and a small three-dimensional space, which not only saves engineering cost, but also greatly saves highway planning. Area and space costs. Embodiment 4
如图 7所示, 本实施例与实施例二类似, 区别仅在于, 桥上路还包括纵五 路 9、 纵六路 10, 其中, 纵五路 9和纵二路 2分别位于纵一路 1的两侧; 纵六 路 10和纵四路 6分别位于纵三路 5的两侧。 在这里, 纵五路 9、 纵六路 10都 是单向路, 仅具有一个车流方向, 至少包括一条车道。  As shown in FIG. 7, the embodiment is similar to the second embodiment. The only difference is that the bridge road further includes a vertical five road 9 and a vertical six road 10, wherein the vertical five road 9 and the vertical two road 2 are respectively located at the longitudinal one road 1 Side; longitudinal 6 road 10 and vertical 4 road 6 are located on both sides of longitudinal 3 road 5 respectively. Here, the vertical five roads 9 and the vertical six roads 10 are all one-way roads, and only have one traffic flow direction, including at least one lane.
本实施例适用于车辆依照交通规则靠左行驶的情形,根据道路的延伸方向, 所述纵六路 10位于纵三路 5的左侧, 所述纵五路 9位于所述纵一路 1的左侧, 且均适用于车辆朝道路的延伸方向行驶, 具体说明如下:  This embodiment is applicable to the case where the vehicle travels to the left according to the traffic rule. According to the extending direction of the road, the vertical six road 10 is located on the left side of the longitudinal three road 5, and the vertical five road 9 is located on the left side of the vertical one road 1. , and both are applicable to the vehicle moving toward the direction of the road, as follows:
在纵二路 2的左侧车道上行驶的直行车流可以直接直行驶入纵六路 10, 从 而减少了纵二路 2上正向行驶的直行车流与从对面纵四路 6右转弯进入横三路 The straight traffic on the left lane of the second road 2 can be directly driven into the vertical six road 10, thereby reducing the straight traffic on the vertical road 2 and the straight traffic from the opposite vertical road 6 to the horizontal three road
7的右转弯车流的相互交叉的重叠区域, 而且, 在纵六路 10与横三路 7相连接 处设置有第二扩展桥面区域 22, 从而使得桥上路的右转弯车辆行驶更加方便; 同样地,在纵四路 6的左侧车道上行驶的直行车流可以直接直行驶入纵五路 9, 从而减少了纵四路 6上正向行驶的直行车流与从对面纵二路 2右转弯进入横一 路 3的右转弯车流的相互交叉的重叠区域, 而且, 在纵五路 9与横一路 3相连 接处设置有第一扩展桥面区域 21, 从而使得桥上路的右转弯车辆行驶更加方 便。 7 intersecting overlapping areas of the right turn traffic, and a second extended deck area 22 is provided at the junction of the longitudinal six road 10 and the horizontal three road 7, so that the right turn vehicle on the bridge is more convenient to travel; The straight traffic running on the left lane of the vertical four road 6 can directly go straight into the vertical five road 9, thereby reducing the straight traffic flow on the forward four road 6 and the right turn from the opposite vertical road 2 into the horizontal The overlapping areas of the right-turning traffic of all the way 3 are arranged, and the first extended deck area 21 is provided at the junction of the longitudinal five-way 9 and the horizontal one, so that the right-turning vehicle on the bridge is more convenient to travel.
° 优选地, 桥下路还包括分别与桥上路的纵二路 2、 纵五路 9、 纵四路 6、 纵 六路 10、横一路 3、横三路 7接壤且具有相同车流方向的纵七路 13、纵九路 17、 纵八路 14、 纵十路 18、 横七路 15、 横八路 16, 其中, 桥上路的纵二路 2、 纵 五路 9、纵四路 6、纵六路 10、横一路 3、横三路 7分别设于所述桥下路的上方, 且桥上路的纵二路 2、 纵五路 9、 纵四路 6、 纵六路 10、 横一路 3、 横三路 7的 垂直投影不超出桥下路的外轮廓, 本实施例的十字路立交桥的结构简单占用的 平面面积和立体空间都较小, 不仅节省了工程造价, 而且大大节省了公路规划 的面积和空间成本。  ° Preferably, the bridge road also includes vertical 7 roads which are respectively adjacent to the longitudinal road 2, the vertical road 5, the vertical 4 road 6, the vertical 6 road 10, the horizontal road 3 and the horizontal road 7 of the bridge road and have the same traffic direction. Road 13, Longjiu Road 17, Longitudinal Road 14, Longitudinal Road 18, Hengqi Road 15, Hengba Road 16, of which, Bridge Road, Long Er Road 2, Long 5 Road 9, Long 4 Road 6, Long 6 Road 10, Hengyi Road 3 and Hengsan Road 7 are respectively located above the bridge lower road, and the bridge road is divided into 2nd road 2, vertical 5 road 9, vertical 4 road 6, vertical 6 road 10, Heng 1 road 3, Heng 3 road 7 The vertical projection of the crossroad bypass bridge of the present embodiment does not exceed the plane area and the three-dimensional space of the crossover overpass, which not only saves the engineering cost, but also greatly saves the area and space cost of the highway planning.
实施例五  Embodiment 5
如图 8所示, 本实施例与实施例一类似, 区别仅在于, 桥下路还包括横五 路 11、横六路 12, 其中, 横五路 11和横二路 4分别位于横一路 3的相对两侧, 横六路 12和横四路 8分别位于横三路 Ί的相对两侧。 在这里, 横五路 11、 横 六路 12都是单向路, 仅具有一个车流方向, 至少包括一条车道。  As shown in FIG. 8, this embodiment is similar to the first embodiment. The only difference is that the bridge road also includes the horizontal five roads 11 and the horizontal six roads 12, wherein the horizontal five roads 11 and the second two roads 4 are respectively located at the horizontal roads 3 On the opposite sides, Heng 6 Road 12 and Heng 4 Road 8 are respectively located on opposite sides of the horizontal 3rd road. Here, Hengwu Road 11 and Hengliu Road 12 are all one-way roads, with only one traffic direction, including at least one lane.
本实施例适用于车辆依照交通规则靠右行驶的情形, gp, 根据道路的延伸 方向, 横五路 11位于横一路 3的右侧, 横六路 12位于横三路 7的右侧, 具体 说明如下: 在横二路 4的右侧车道上行驶的直行车流可以直接直行驶入横六路 12, 从 而减少了横二路 4上正向行驶的直行车流与从对面横四路 8左转弯进入纵三路 5 的左转弯车流的相互交叉的重叠区域, 从而使得桥下路的左转弯车辆行驶更 加方便;在横四路 8的右侧车道上行驶的直行车流可以直接直行驶入横五路 11, 从而减少了横四路 8上正向行驶的直行车流与从对面横二路 4左转弯进入纵一 路 1的左转弯车流的相互交叉的重叠区域, 从而使得桥下路的左转弯车辆行驶 更加方便。 This embodiment is applicable to the case where the vehicle travels to the right according to the traffic rules, gp. According to the extending direction of the road, the horizontal five road 11 is located on the right side of the horizontal one road 3, and the horizontal six road 12 is located on the right side of the horizontal three road 7, as described below. : The straight traffic on the right lane of Heng 2 Road 4 can be directly driven into Hengliu Road 12, thereby reducing the straight traffic flow on the positive road of Heng 2 Road 4 and the left turn from the opposite horizontal road 8 into the vertical 3 road. The overlapping area of the left turn traffic of 5 makes the left turn vehicle of the bridge lower road more convenient; the straight traffic running on the right lane of the horizontal 4 road can directly go straight into the horizontal 5th road 11 The overlapping area of the straight traffic flowing in the forward direction of the horizontal four roads 8 and the left turning traffic from the opposite horizontal two roads 4 to the vertical one road 1 is reduced, so that the left turn vehicle of the bridge lower road is more convenient to travel.
实施例六  Embodiment 6
如图 9所示, 本实施例与实施例二类似, 区别仅在于, 桥下路还包括横五 路 11、横六路 12, 其中, 横五路 11和横二路 4分别位于横一路 3的相对两侧, 横六路 12和横四路 8分别位于横三路 7的相对两侧。 在这里, 横五路 11、 横 六路 12都是单向路, 仅具有一个车流方向, 至少包括一条车道。  As shown in FIG. 9, this embodiment is similar to the second embodiment. The only difference is that the bridge road also includes the horizontal five roads 11 and the horizontal six roads 12, wherein the horizontal five roads 11 and the second two roads 4 are respectively located at the horizontal one road 3 On the opposite sides, the horizontal six road 12 and the horizontal four road 8 are respectively located on opposite sides of the horizontal three road 7. Here, Hengwu Road 11 and Hengliu Road 12 are all one-way roads, with only one traffic direction, including at least one lane.
本实施例适用于车辆依照交通规则靠左行驶的情形, 根据道路延伸方向, 横五路 11位于横一路 3的左侧, 横六路 12位于横三路 7的左侧, 具体说明如 下:  This embodiment is applicable to the case where the vehicle travels to the left according to the traffic rules. According to the direction of road extension, Hengwu Road 11 is located on the left side of Hengyi Road 3, and Hengliu Road 12 is located on the left side of Hengsan Road 7, as explained below:
在横二路 4的左侧车道上行驶的直行车流可以直接直行驶入横六路 12, 从 而减少了横二路 4上正向行驶的直行车流与从对面横四路 8右转弯进入纵一路 1 的右转弯车流的相互交叉的重叠区域, 从而使得桥下路的右转弯车辆行驶更 加方便;在横四路 8的左侧车道上行驶的直行车流可以直接直行驶入横五路 11, 从而减少了横四路 8上正向行驶的直行车流与从对面横二路 4右转弯进入纵三 路 5的右转弯车流的相互交叉的重叠区域, 从而使得桥下路的右转弯车辆行驶 更加方便。  The straight traffic on the left lane of Heng 2 Road 4 can directly go straight into Hengliu Road 12, thus reducing the straight traffic flow on the positive road of Heng 2 Road 4 and the right turn from the opposite road 4 road into the vertical road 1 The overlapping areas of the right-turning traffic flow make it easier to drive the right-turning vehicle under the bridge; the straight traffic running on the left-hand lane of the horizontal four-way 8 can directly go straight into the horizontal five-way 11, thereby reducing The straight traffic flow of the forward direction on the horizontal road 8 and the right turn intersection of the right turn from the opposite horizontal 2 road 4 into the vertical 3 road 5 make the right turn vehicle of the bridge lower road more convenient.
实施例七  Example 7
如图 10所示,本实施例与实施例一类似,均适用于车辆依照交通规则靠右 行驶的情形, 本实施例与实施例一的区别在于, 桥上路还包括纵五路 9、 纵六 路 10; 桥下路还包括横五路 11、 横六路 12。 在本实施例中, 纵五路 9、 纵六路 10的设置方式以及所达到的技术效果与实施例三中所描述的类似; 横五路 11、 横六路 12的设置方式以及所达到的技术效果与实施例五中所描述的类似,不再 赘述。  As shown in FIG. 10, this embodiment is similar to the first embodiment, and is applicable to the case where the vehicle travels to the right according to the traffic rule. The difference between this embodiment and the first embodiment is that the bridge road further includes vertical five roads 9 and six vertical roads. 10; Bridge Road also includes Hengwu Road 11, Hengliu Road 12. In the present embodiment, the arrangement manner of the vertical five-way 9 and the vertical six-way 10 and the technical effects achieved are similar to those described in the third embodiment; the arrangement manner of the horizontal five-way 11 and the horizontal six-way 12 and the technical effects achieved Similar to that described in Embodiment 5, it will not be described again.
实施例八  Example eight
如图 11所示,本实施例与实施例二类似,均适用于车辆依照交通规则靠左 行驶的情形, 本实施例与实施例二的区别在于, 桥上路还包括纵五路 9、 纵六 路 10; 桥下路还包括横五路 11、 横六路 12。 在本实施例中, 纵五路 9、 纵六路 10的设置方式以及所达到的技术效果与实施例四中所描述的类似; 横五路 11、 横六路 12的设置方式以及所达到的技术效果与实施例六中所描述的类似,不再 赘述。  As shown in FIG. 11 , this embodiment is similar to the second embodiment, and is applicable to the case where the vehicle travels to the left according to the traffic rules. The difference between this embodiment and the second embodiment is that the bridge road further includes vertical five roads 9 and six vertical roads. 10; Bridge Road also includes Hengwu Road 11, Hengliu Road 12. In the present embodiment, the arrangement manner of the vertical five-way 9 and the vertical six-way 10 and the technical effects achieved are similar to those described in the fourth embodiment; the arrangement manner of the horizontal five-way 11 and the horizontal six-way 12 and the technical effect achieved Similar to that described in Embodiment 6, it will not be described again.
实施例九  Example nine
如图 12所示,本实施例适用于车辆依照交通规则靠右行驶的情形,通过多 个十字路立交桥彼此相连接组合构成公路网, 其中, 两个均设有十字路立交桥 的相邻十字路口处, 其中一个十字路立交桥的桥上路通过双向路与另一个十字 路立交桥的桥上路的双向路连接在一起。 桥上路为车流量较大的主干道, 桥下 路为车流量较小的支路,这样的组合除具备上述相应的实施例的技术效果以外, 可以明显减轻主干道的车辆拥堵, 大大提高主干道车流通行的顺畅程度。 实施例十 As shown in FIG. 12, the present embodiment is applicable to a situation in which a vehicle travels to the right according to traffic rules, and a plurality of crossroad overpasses are connected to each other to form a road network, wherein two of them are provided at adjacent intersections of crossroads overpasses, One of the bridges on the crossover overpass is connected by a bidirectional road to the two-way road of the bridge on the other crossover overpass. The bridge road is a main road with a large traffic flow, and the bridge road is a branch road with a small traffic flow. In addition to the technical effects of the above-mentioned corresponding embodiments, such a combination can significantly reduce the congestion of the main road, and greatly improve the trunk. The smoothness of the circulation of the road. Example ten
如图 13所示,本实施例适用于车辆依照交通规则靠左行驶的情形,通过多 个十字路立交桥的组合构成公路网, 其中, 两个均设有十字路立交桥的相邻十 字路口处, 其中一个十字路立交桥的桥上路通过双向路与另一个十字路立交桥 的桥上路的双向路连接在一起。 桥上路为车流量较大的纵向通行的主干道, 桥 下路为车流量较小的横向通行的支路, 这样的组合除具备上述相应的实施例的 技术效果以外, 可以明显减轻主干道的车辆拥堵, 大大提高主干道车流通行的 顺畅程度。  As shown in FIG. 13, the present embodiment is applicable to a situation in which a vehicle travels to the left according to traffic rules, and a combination of a plurality of crossroad overpasses constitutes a road network, wherein two of them are adjacent intersections of crossroad overpasses, one of which The bridge on the crossover overpass is connected by a two-way road to the two-way road of the bridge on the other crossover overpass. The bridge road is a main road that has a large traffic flow, and the bridge road is a horizontal road branch with a small traffic flow. Such a combination can significantly reduce the main roads in addition to the technical effects of the corresponding embodiments described above. The traffic jams greatly improve the smoothness of the main road traffic.
实施例十一  Embodiment 11
如图 14所示,本实施例适用于车辆依照交通规则靠右行驶的情形,通过多 个十字路立交桥的组合构成公路网, 其中, 两个均设有十字路立交桥的相邻十 字路口处, 其中一个十字路立交桥的桥上路通过单向路与另一个十字路立交桥 的桥上路的双向路连接在一起, 可形成机动车道相对于非机动车道与行人的封 闭空间。 桥上路为车流量较大的纵向以及横向通行的带转弯的主干道, 桥下路 为车流量较小的纵向以及横向通行的带转弯的支路, 这样的组合除具备上述相 应的实施例的技术效果以外, 可以明显减轻主干道的车辆拥堵, 大大提高主干 道车流通行的顺畅程度, 而且适用于主干道带转弯的情形。 本实施例可以实现 车辆的全程高速行驶。  As shown in FIG. 14, the present embodiment is applicable to a situation in which a vehicle travels to the right according to traffic rules, and a combination of a plurality of crossroad overpasses constitutes a road network, wherein two of them are adjacent intersections with crossroad overpasses, one of which The bridge road of the crossroad overpass is connected by a one-way road to the two-way road of the bridge road of another crossroad overpass, which can form a closed space of the motor vehicle lane relative to the non-motor vehicle lane and the pedestrian. The bridge road is a longitudinal direction with a large traffic flow and a main road with a turning direction, and the lower road is a longitudinal direction with a small traffic flow and a branch road with a lateral direction. The combination is the same as the above embodiment. In addition to the technical effects, it can significantly reduce the congestion of the main road, greatly improve the smoothness of the trunk road circulation, and is suitable for the main road with a turn. This embodiment can realize high-speed driving of the entire vehicle.
作为本发明的优选实施方式, 两个所述立交桥间还设有至少一个立交 桥, 并通过该立交桥相互连通。 该立交桥可以是具有本发明前述的立交桥设计, 也可以具有其它的设计, 其中, 在该实施方式中, 桥上路部分通过该立校桥相 互连接在一起。  As a preferred embodiment of the present invention, at least one of the two overpasses is further provided with an overpass and communicated with each other through the overpass. The overpass may be of the aforementioned overpass design of the present invention, or may have other designs, wherein in this embodiment, the bridge upper sections are interconnected by the riser bridge.
实施例十二  Example twelve
如图 15所示,本实施例适用于车辆依照交通规则靠左行驶的情形,通过多 个十字路立交桥的组合构成公路网, 其中, 两个均设有十字路立交桥的相邻十 字路口处, 其中一个十字路立交桥的桥上路通过单向路与另一个十字路立交桥 的桥上路的双向路连接在一起。 可形成机动车道相对于非机动车道与行人的封 闭空间。 桥上路为车流量较大的纵向以及横向通行的带转弯的主干道, 桥下路 为车流量较小的纵向以及横向通行的带转弯的支路, 这样的组合除具备上述相 应的实施例的技术效果以外, 可以明显减轻主干道的车辆拥堵, 大大提高主干 道车流通行的顺畅程度, 而且适用于主干道带转弯的情形。 本实施例可以实现 车辆的全程高速行驶。  As shown in FIG. 15, the present embodiment is applicable to a situation in which a vehicle travels to the left according to traffic rules, and a combination of a plurality of crossroad overpasses constitutes a road network, wherein two of them are adjacent intersections of crossroad overpasses, one of which The bridge on the crossover overpass is connected by a one-way road to the two-way road of the bridge on the other crossover overpass. It can form a closed space of the motor vehicle lane relative to the non-motor vehicle lane and the pedestrian. The bridge road is a longitudinal direction with a large traffic flow and a main road with a turning direction, and the lower road is a longitudinal direction with a small traffic flow and a branch road with a lateral direction. The combination is the same as the above embodiment. In addition to the technical effects, it can significantly reduce the congestion of the main road, greatly improve the smoothness of the trunk road circulation, and is suitable for the main road with a turn. This embodiment can realize high-speed driving of the entire vehicle.
作为本发明的优选实施方式, 两个所述立交桥间还设有至少一个立交 桥, 并通过该立交桥相互连通。 该立交桥可以是具有本发明前述的立交桥设计, 也可以具有其它的设计, 其中, 在该实施方式中, 桥上路部分通过该立校桥相 互连接在一起。  As a preferred embodiment of the present invention, at least one of the two overpasses is further provided with an overpass and communicated with each other through the overpass. The overpass may be of the aforementioned overpass design of the present invention, or may have other designs, wherein in this embodiment, the bridge upper sections are interconnected by the riser bridge.
以上所述仅为本发明的优选实施例而已, 并不用于限制本发明, 对于本领 域的技术人员来说, 本发明可以有各种更改和变化。 凡在本发明的精神和原则 之内, 所作的任何修改、 等同替换、 改进等, 均应包含在本发明的保护范围之 内。  The above is only the preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes can be made to the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and scope of the present invention are intended to be included within the scope of the present invention.

Claims

权 利 要 求 书 Claim
1. 一种十字路立交桥, 由桥上路和桥下路组成, 其特征在于:  1. A crossroad overpass, consisting of a bridge road and a bridge road, characterized by:
桥上路包括纵二路、 横一路、 纵四路、 横三路;  The bridge road includes Long Er Road, Heng Yi Road, Long 4 Road and Heng 3 Road;
桥下路包括纵一路、 横二路、 纵三路、 横四路,  The bridge road includes Longitudinal Road, Henger Road, Longitudinal Road, and Hengsi Road.
其中,  among them,
述 一路与所述纵二路组成通向背面的纵向路段, 所述纵三路与 所述纵四路组成通向前面的纵向路段, 所述通向背面的纵向路段与所述 通向前面的纵向路段连成纵向路;  The first road and the longitudinal two roads form a longitudinal road section leading to the back side, and the longitudinal three roads and the longitudinal four roads form a longitudinal road section leading to the front side, the longitudinal road section leading to the back side and the front side leading to the front side Longitudinal road sections are connected into longitudinal roads;
所述横一路与所述横二路组成通向右侧的横向路段, 所述横三路与 所述横四路组成通向左侧的横向路段, 所述通向右侧的横向路段与所述 通向左侧的横向路段连成横向路。  The horizontal one road and the horizontal two roads form a horizontal road section leading to the right side, and the horizontal three roads and the horizontal four roads form a horizontal road section leading to the left side, and the horizontal road section leading to the right side The horizontal sections leading to the left side are connected into a transverse path.
2. 根据权利要求 1所述的十字路立交桥, 其特征在于,  2. The crossover overpass according to claim 1, wherein
所述纵二路、 所述纵四路、 所述横二路、 所述横四路均为双向路, 具有两个相反的车流方向, 至少包括两条车道;  The longitudinal two-way, the longitudinal four-way, the transverse two-way, and the horizontal four-way are two-way roads, and have two opposite traffic directions, including at least two lanes;
所述纵一路、 所述纵三路、 所述横一路、 所述横三路均为单向路, 仅具有一个车流方向, 至少包括一条车道。  The longitudinal one road, the longitudinal three road, the horizontal one road, and the horizontal three road are all one-way roads, and have only one traffic flow direction, and at least one lane.
3. 根据权利要求 2所述的十字路立交桥, 其特征在于,  3. The crossover overpass according to claim 2, characterized in that
所述横一路、所述横三路仅具有从纵向路段转弯进入横向路段的一 个车流方向;  The horizontal one road and the horizontal three road only have a traffic flow direction that is turned from the longitudinal road section into the horizontal road section;
所述纵一路、所述纵三路仅具有从横向路段转弯进入纵向路段的一 个车流方向。  The longitudinal one road and the longitudinal three road only have a traffic flow direction that is turned from the lateral road section into the longitudinal road section.
4. 根据权利要求 1至 3中任一项所述的十字路立交桥, 其特征在于,  The crossover overpass according to any one of claims 1 to 3, characterized in that
所述纵二路与所述横三路相连接处具有第一扩展桥面区域; 所述纵四路与所述横一路相连接处具有第二扩展桥面区域。  The longitudinal two-way and the transverse three-way have a first extended bridge surface area; the vertical four-way and the horizontal one have a second extended bridge surface area.
5. 根据权利要求 1至 3中任一项所述的十字路立交桥, 其特征在于,  The crossover overpass according to any one of claims 1 to 3, characterized in that
所述纵二路与所述横一路相连接处具有第一扩展桥面区域; 所述纵四路与所述横三路相连接处具有第二扩展桥面区域。  The longitudinal two-way and the transverse one-way have a first extended deck area; and the vertical four-way and the horizontal three-way have a second extended deck area.
6. 根据权利要求 1所述的十字路立交桥, 其特征在于,  6. The crossover overpass according to claim 1, wherein
所述桥上路还包括纵五路、 纵六路,  The bridge road also includes a vertical five road and a vertical six road.
其中,  among them,
述 五路和所述纵二路位于所述纵一路的两侧;  The fifth road and the longitudinal two road are located on both sides of the longitudinal one;
所述纵六路和所述纵四路位于所述纵三路的两侧。  The longitudinal six-way and the longitudinal four-way are located on both sides of the longitudinal three-way.
7. 根据权利要求 6所述的十字路立交桥, 其特征在于, 所述纵五路、 所述 纵六路都是单向路, 仅具有一个车流方向, 至少包括一条车道。  The crossover overpass according to claim 6, wherein the vertical five-way and the vertical six-way are all one-way roads, and have only one traffic flow direction, and at least one lane.
8. 根据权利要求 6或 7所述的十字路立交桥, 其特征在于,  8. A crossover overpass according to claim 6 or 7, characterized in that
所述纵五路与所述横三路相连接处具有第一扩展桥面区域; 所述纵六路与所述横一路相连接处具有第二扩展桥面区域。  The vertical five-way and the horizontal three-way have a first extended bridge surface area; the vertical six-way and the horizontal one have a second extended bridge surface area.
9. 根据权利要求 6或 7所述的十字路立交桥, 其特征在于,  9. A crossover overpass according to claim 6 or 7, characterized in that
所述纵五路与所述横一路相连接处具有第一扩展桥面区域; 所述纵六路与所述横三路相连接处具有第二扩展桥面区域。  The longitudinal five-way and the transverse one-way have a first extended bridge surface area; the vertical six-way and the horizontal three-way connection have a second extended bridge surface area.
10. 根据权利要求 1至 9中任一项所述的十字路立交桥, 其特征在于, 所述桥下路还包括横五路、 横六路, 其中, The crossroad overpass according to any one of claims 1 to 9, wherein the bridge lower road further comprises a horizontal five road and a horizontal six road. among them,
述 ί黄五路和所述横二路位于所述横一路的两侧;  The 黄黄五路 and the transverse two roads are located on both sides of the horizontal one road;
所述横六路和所述横四路位于所述横三路的两侧。  The horizontal six road and the horizontal four road are located on both sides of the horizontal three road.
11. 根据权利要求 10所述的十字路立交桥, 其特征在于, 所述横五路、 所述横六路都是单向路, 仅具有一个车流方向, 至少包括一条车道。 11. The crossover overpass according to claim 10, wherein the horizontal five road and the horizontal six road are all one-way roads, and have only one traffic flow direction, and at least one lane.
12. 根据权利要求 1至 11中任一项所述的十字路立交桥, 其特征在于, 所述桥上路和所述桥下路两边设有护栏。 The crossover overpass according to any one of claims 1 to 11, wherein a guardrail is provided on both sides of the bridge upper road and the bridge lower road.
13. 根据权利要求 1至 12中任一项所述的十字路立交桥, 其特征在于, 所述桥下路还包括分别与所述桥上路的所述纵二路、 所述纵四路、 所述 横一路、 所述横三路接壤且具有相同车流方向的纵七路、 纵八路、 横七 路、 横八路, 其中, 所述桥上路的所述纵二路、 所述纵四路、 所述横一 路、所述横三路分别设于所述桥下路上方,且所述桥上路的所述纵二路、 所述纵四路、 所述横一路、 所述横三路垂直投影不超出所述桥下路的外 轮廓。  The crossroad overpass according to any one of claims 1 to 12, wherein the bridge lower road further includes the vertical two roads, the vertical four roads, and the The horizontal road, the horizontal road, and the same traffic direction, the vertical road, the vertical road, the horizontal road, the horizontal road, wherein the vertical road, the vertical four road, the The horizontal one road and the horizontal three road are respectively disposed above the bridge lower road, and the vertical projection of the vertical two road, the vertical four road, the horizontal one road, and the horizontal three road on the bridge upper road do not exceed The outer contour of the bridge under the road.
14. 根据权利要求 6至 9中任一项所述的十字路立交桥, 其特征在于, 所述桥下路还包括分别与所述桥上路的所述纵二路、 所述纵五路、 所述 纵四路、 所述纵六路、 所述横一路、 所述横三路接壤, 且具有相同车流 方向的纵七路、 纵九路、 纵八路、 纵十路、 横七路、 横八路, 其中, 所 述桥上路的所述纵二路、 所述纵五路、 所述纵四路、 所述纵六路、 所述 横一路、 所述横三路分别设于所述桥下路上方, 且所述桥上路的所述纵 二路、 所述纵五路、 所述纵四路、 所述纵六路、 所述横一路、 所述横三 路垂直投影不超出所述桥下路的外轮廓。  The crossroad overpass according to any one of claims 6 to 9, wherein the bridge lower road further includes the vertical two roads, the vertical five roads, and the Longitudinal four-way, said vertical six-way, said horizontal one road, said horizontal three roads border, and have the same traffic direction of the vertical seven road, vertical nine road, vertical eight road, vertical ten road, Hengqi road, Heng eight road, of which The longitudinal second road, the vertical five road, the vertical four road, the vertical six road, the horizontal one road, and the horizontal three road of the bridge upper road are respectively disposed above the bridge lower road, and The vertical projection of the longitudinal two-way, the vertical five-way, the vertical four-way, the vertical six-way, the horizontal one-way, and the horizontal three-way of the bridge upper road does not exceed the outer contour of the lower bridge .
15. 一种公路网, 其特征在于, 所述公路网的十字路口处具有如权利要 求 1至 14中任一项所述的十字路立交桥。  A road network, characterized in that the intersection of the road network has a crossover overpass according to any one of claims 1 to 14.
16. 根据权利要求 15所述的公路网, 其特征在于, 所述公路网包括两个 相邻的十字路口, 其中, 所述十字路口处均设有所述十字路立交桥, 其 中一个所述十字路立交桥的所述桥上路通过双向路与另一个所述十字 路立交桥的所述桥上路的双向路连接在一起。  The road network according to claim 15, wherein the road network comprises two adjacent intersections, wherein the intersection is provided with the crossover overpass, and one of the crossover overpasses The on-bridge road is connected by a bidirectional road to a bidirectional path of the bridge on the other of the crossover overpasses.
17. 根据权利要求 15所述的公路网, 其特征在于, 所述公路网包括两个 相邻的十字路口, 其中, 所述十字路口处均设有所述十字路立交桥, 其 中一个所述十字路立交桥的所述桥上路通过单向路与另一个所述十字 路立交桥的所述桥上路的双向路连接在一起。  The road network according to claim 15, wherein the road network comprises two adjacent intersections, wherein the intersection is provided with the crossover overpass, and one of the crossover overpasses The on-bridge road is connected by a one-way road to a two-way road of the bridge on the other of the crossover overpasses.
18. 根据权利要求 16所述的公路网, 其特征在于, 两个所述立交桥间还设 有至少一个立交桥, 并通过该立交桥相互连通。  The road network according to claim 16, characterized in that at least one of the two overpasses is provided with an overpass and is connected to each other through the overpass.
19. 根据权利要求 17所述的公路网, 其特征在于, 两个所述立交桥间还设 有至少一个立交桥。 并通过该立交桥相互连通。  19. The road network of claim 17, wherein at least one of the two overpasses is further provided with an overpass. And connected to each other through the overpass.
PCT/CN2013/083583 2012-09-16 2013-09-16 Crossroad overpass and road network WO2014040568A1 (en)

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
CN2012103624370A CN102864708A (en) 2012-09-16 2012-09-16 Cross road
CN201210362437.0 2012-09-16
CN 201220534658 CN202809424U (en) 2012-10-06 2012-10-06 Crossroad
CN201220534658.7 2012-10-06
CN201220574912.6 2012-10-23
CN 201220574912 CN202830671U (en) 2012-10-23 2012-10-23 Cross fork road
CN201210567404.X 2012-12-11
CN201210567404.XA CN103015282B (en) 2012-12-11 2012-12-11 A kind of road overpass

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WO2014040568A1 true WO2014040568A1 (en) 2014-03-20

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Publication number Priority date Publication date Assignee Title
CN1105084A (en) * 1994-06-07 1995-07-12 阴继庞 4/4(4/3) lane double layer crossless stereo bridge on land
CN2604461Y (en) * 2002-09-24 2004-02-25 朱宁 Topological natural special line overpass
JP2004257184A (en) * 2003-02-27 2004-09-16 Taisei Corp Structure of grade separated crossing of road, and its construction method
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WO2005059253A1 (en) * 2003-12-18 2005-06-30 Tarun Gupta Structural means for assisting flow of traffic at roadway intersection
CN102864708A (en) * 2012-09-16 2013-01-09 王建友 Cross road
CN202809424U (en) * 2012-10-06 2013-03-20 王建友 Crossroad
CN202830671U (en) * 2012-10-23 2013-03-27 王建友 Cross fork road
CN103015282A (en) * 2012-12-11 2013-04-03 王建友 Highway overpass and highway

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1105084A (en) * 1994-06-07 1995-07-12 阴继庞 4/4(4/3) lane double layer crossless stereo bridge on land
CN2604461Y (en) * 2002-09-24 2004-02-25 朱宁 Topological natural special line overpass
JP2004257184A (en) * 2003-02-27 2004-09-16 Taisei Corp Structure of grade separated crossing of road, and its construction method
CN1552997A (en) * 2003-05-30 2004-12-08 滨 杨 Cross three-dimensional taffic apparatus
WO2005059253A1 (en) * 2003-12-18 2005-06-30 Tarun Gupta Structural means for assisting flow of traffic at roadway intersection
CN102864708A (en) * 2012-09-16 2013-01-09 王建友 Cross road
CN202809424U (en) * 2012-10-06 2013-03-20 王建友 Crossroad
CN202830671U (en) * 2012-10-23 2013-03-27 王建友 Cross fork road
CN103015282A (en) * 2012-12-11 2013-04-03 王建友 Highway overpass and highway

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