WO2019174527A1 - 道路路口 - Google Patents

道路路口 Download PDF

Info

Publication number
WO2019174527A1
WO2019174527A1 PCT/CN2019/077471 CN2019077471W WO2019174527A1 WO 2019174527 A1 WO2019174527 A1 WO 2019174527A1 CN 2019077471 W CN2019077471 W CN 2019077471W WO 2019174527 A1 WO2019174527 A1 WO 2019174527A1
Authority
WO
WIPO (PCT)
Prior art keywords
road
lane
straight
turn
longitudinal
Prior art date
Application number
PCT/CN2019/077471
Other languages
English (en)
French (fr)
Inventor
王建友
Original Assignee
王建友
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 CN201810263250.2A external-priority patent/CN108316075A/zh
Priority claimed from CN201811281194.1A external-priority patent/CN111058344A/zh
Priority claimed from CN201811515661.2A external-priority patent/CN111254769A/zh
Application filed by 王建友 filed Critical 王建友
Publication of WO2019174527A1 publication Critical patent/WO2019174527A1/zh

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/04—Road crossings on different levels; Interconnections between roads on different levels

Definitions

  • the present application relates to a road intersection, in particular to a road intersection where a longitudinal road transverse road is straight left and a right turn lane is forked.
  • the current road intersections such as intersections and T-junctions, are formed by simple longitudinal roads and crossroads. There are no structural facilities for the lanes to be opened.
  • the vertical roads turn left and turn right and the roads turn straight and turn right.
  • the lanes cross each other, causing the vehicles on the vertical road to turn left and turn right and the vehicles on the horizontal road to go straight left and turn right to cross each other, resulting in congestion and traffic accidents.
  • the purpose of the present application is to solve the problems existing in the above-mentioned road intersections of the prior art, and to provide a vehicle on the vertical road that turns left and turns right and the vehicle on the horizontal road goes straight to the left and turns right, so that it is not easy to cause congestion. Traffic intersection with a forked road junction.
  • the first aspect of the present application provides a road intersection formed by a crossroad between a transverse road and a longitudinal road, and a transverse road straight tunnel in the middle of the transverse road.
  • the horizontal road straight tunnel is a two-way lane, which is located below the intersection road surface and has a partition in the middle of the tunnel. The walls are separated and become two one-way lanes for direct left and right and left and right straight vehicles.
  • the horizontal road straight tunnel is an independent traffic lane, which does not cross with other lanes. There is a horizontal road leftward lane next to the horizontal road straight tunnel, and the horizontal road left.
  • the left turn bridge is an independent traffic lane. There is no cross between the lanes.
  • the side lane of the horizontal road is the right turn lane of the horizontal road.
  • the right turn lane of the horizontal road turns right at the corner of the intersection. It is an independent traffic lane.
  • the middle section of the left-turn lane of the longitudinal road is the roadway of the intersection.
  • the left-turn lane of the longitudinal road is for the left and the right and the left to turn left.
  • the vertical road straight tunnel is a two-way lane, which is located under the straight road of the transverse road at the intersection, and the partition wall is divided into two one-way lanes in the middle for straight forward and backward straight ahead vehicles.
  • the vertical road straight tunnel is an independent tunnel, which does not cross with other lanes.
  • the vertical lane left turn lane is set beside the longitudinal road straight tunnel, and the longitudinal road left turn lane start section is between the longitudinal road straight lane and the longitudinal road right turn lane. .
  • the left turn bridge is changed to the left turn lane of the transverse road, and accordingly, the left turn lane of the longitudinal road is changed to the left turn bridge.
  • the transverse straight tunnel is moved below the longitudinal straight tunnel, and the longitudinal straight tunnel passes over the transverse straight tunnel.
  • the left turn lane and the right turn lane are mutually adjusted.
  • the road junction of the first aspect of the present application adds a horizontal road straight tunnel, a left turn bridge and a vertical road straight tunnel, so that the horizontal road straight traffic goes straight in the transverse straight tunnel, and the horizontal road turns left.
  • Longitudinal road right turn vehicles turn right on the right turn lane of the longitudinal road.
  • These six lanes are independent traffic lanes, which do not cross each other and are not easy to cause congestion and traffic accidents.
  • the second aspect of the present application provides a crossroad opening of a lane, which is composed of a longitudinal road and a horizontal road.
  • a straight ramp in the middle of the longitudinal road, and the straight ramp is a two-way lane, which is designed for straight road straight traffic, longitudinal road
  • a vertical turn lane on the roadside and the right turn lane on the longitudinal road is a one-way lane. It is specially used for the right turn of the vertical road and the right turn of the vehicle.
  • the middle lane of the horizontal road is a two-way straight lane, which is designed for straight roads with straight roads and straight lanes.
  • the straight road straight ahead vehicle is below the left turn bridge of the transverse road and the vertical road straight ahead, left turn above the ramp
  • the horizontal road straight-through vehicle and the left-turning vehicle on the horizontal road is the left-turn lane next to the straight lane
  • the left-turn lane on the horizontal road is the one-way lane
  • the transverse road The left turn lane on the right side has the upper bridge ramp of the horizontal road left turn bridge.
  • the left turn bridge of the transverse road is a one-way lane bridge, which is specially designed for the left turn of the left turn of the horizontal road, and the left turn of the transverse road crosses the transverse road.
  • the upper bridge ramp of the horizontal road left turn bridge falls on the left turn lane on the right side of the transverse road
  • the lower bridge ramp of the left turn bridge of the horizontal road falls on the left turn lane on the left side of the longitudinal road
  • the left-handed bridge crosses the horizontal road and the longitudinal road and turns straight to the left of the ramp.
  • the horizontal roadside lane has a horizontal road right turn lane
  • the horizontal road right turn lane is a one-way lane for the right turn of the horizontal road to turn right.
  • the straight ramp passes under the left turn exit of the ramp below the transverse road and the left turn of the longitudinal road.
  • the straight traffic vehicle on the longitudinal road and the left turn vehicle on the longitudinal road and the left turn straight traffic on the transverse road are forked, and the longitudinal road is straight.
  • the left turn ramp is a one-way lane. It is reserved for the left turn of the longitudinal road and the left turn.
  • the left turn ramp is next to the straight ramp, parallel with the straight ramp, turn left.
  • the road passes under the transverse road, and the left side of the vertical road turns out of the lane.
  • the exit of the left turn is the left turn exit.
  • the beginning of the left turn exit is located under the lower bridge of the left turn of the transverse road.
  • the middle section of the turning exit is located above the straight road of the longitudinal road, and the last section of the left turn exit is located above the opposite turn to the left.
  • the longitudinal road in the left turn ramp turns left and the vehicle goes straight and the horizontal road goes straight left. The turning vehicle forked.
  • the light collecting port is narrow and long, so that it is beneficial to open the lighting above the straight tunnel, which is favorable for the straight road passing through the longitudinal road.
  • a zebra crossing next to the left turn exit of the longitudinal road, and the zebra crossing passes under the lower bridge ramp, above the straight tunnel, and above the left turn tunnel, and the leftward turn vehicle and the horizontal road straight left turn vehicle do not meet with the longitudinal road.
  • zebra crossing there is a zebra crossing below the bridge ramp on the lateral road, and the zebra crossing passes under the bridge ramp on the transverse road, and does not intersect with the left turn vehicle of the transverse road.
  • the intersection of the second aspect of the present application adds a straight ramp, a left turn ramp, a left turn bridge, etc. at the crossroad intersection of the longitudinal road, so that the longitudinal straight road vehicle is independently driven by the ramp.
  • Go straight the left-turning vehicle on the vertical road turns left from the independent left-turn ramp.
  • the horizontal-straight vehicle goes straight from the independent straight lane.
  • the left-turning vehicle on the transverse road turns left from the independent left-turn bridge.
  • the vertical road is turned right and the vehicle is independent.
  • the traffic route remains unchanged. In this way, the longitudinal roads and the horizontal roads go straight to the left and turn right, and they are independent of each other. There is no cross between them, so traffic congestion and traffic accidents at the intersections are reduced.
  • the third aspect of the present application provides a T-junction, which is composed of a longitudinal road and a transverse road.
  • the longitudinal road and the horizontal road section are T-shaped, and the longitudinal road of the front section of the intersection includes a straight lane, a left lane, a straight bridge and a right lane.
  • the longitudinal section of the rear section of the intersection includes a straight lane, a left turn tunnel, a straight bridge and a right turn lane.
  • the horizontal section includes a left turn lane, a left turn lane, a left turn tunnel and a right turn lane.
  • the straight lane is on the road surface and is dedicated to the longitudinal road.
  • the left turn lane is replaced by a left turn tunnel below the road surface, and at this time, the left turn tunnel is changed to the road left turn lane.
  • the left turn tunnel is replaced by a left turn bridge above the road surface.
  • the straight bridge is changed to a straight tunnel below the road surface.
  • the left turn lane is replaced by a left turn bridge above the road surface, at which time the straight bridge is changed to a straight road.
  • the T-junction of the third aspect of the present application adds a straight-line bridge and a left-turn tunnel, so that the longitudinal road of the intersection is straight and the left-turn lane and the left-turn lane of the transverse road are forked, and there is no intersection between them, so that the intersection Congestion and traffic accidents are not easy to occur.
  • FIG. 1 is a view showing a road surface structure of a road junction according to a first embodiment of the present application.
  • FIG. 2 is a longitudinal sectional left turn lane and other structural diagrams of a road intersection of the first embodiment of the present application.
  • FIG 3 is a transverse road straight tunnel and other structural diagrams of a road intersection according to the first embodiment of the present application.
  • FIG. 4 is a longitudinal road straight tunnel and other structural diagrams of a road junction of the first embodiment of the present application.
  • Fig. 5 is a structural diagram of a road bridge of an intersection of a second embodiment of the present application.
  • Fig. 6 is a view showing a road structure of an intersection of a second embodiment of the present application.
  • Fig. 7 is a view showing the structure of a straight ramp of an intersection of the second embodiment of the present application.
  • Fig. 8 is a structural diagram showing the left turn ramp of the intersection of the second embodiment of the present application.
  • Fig. 9 is a view showing the structure of a road surface of a T-junction according to a third embodiment of the present application.
  • FIG. 10 is a structural diagram of a straight bridge of a T-junction according to a third embodiment of the present application.
  • FIG. 11 is a structural diagram of a left turn tunnel of a T-junction according to a third embodiment of the present application.
  • transverse road straight tunnel 111 transverse road straight tunnel road opening
  • left turn bridge 121 left turn bridge at the footing point
  • transverse road right turn lane 104 longitudinal road straight tunnel 141: longitudinal road straight tunnel
  • the longitudinal road turns left lane 106 the longitudinal road turns right lane
  • the road intersection of the first embodiment of the present application is composed of a horizontal road and a longitudinal road.
  • the middle road of the horizontal road is a straight lane, and the horizontal road has a straight road straight tunnel 101 on the straight road.
  • the horizontal road straight tunnel 101 is located under the road surface of the intersection, and the horizontal road is straight.
  • the tunnel pavement opening 111 is located on the straight tunnel on the left and right sides of the intersection.
  • the transverse pavement straight tunnel 101 is a two-way lane.
  • the horizontal pavement straight tunnel is divided into two unidirectional lanes by the partition wall, which are respectively used for the horizontal road left and right and the right leftward straight traffic.
  • the horizontal road straight tunnel 101 Through the horizontal road straight tunnel 101, the horizontal road straight traffic can avoid crossing with other vehicles, the horizontal road straight tunnel 101 has a horizontal road left turn lane, the horizontal road left turn lane is provided with a left turn bridge 102, the left turn bridge 102 The super-starting footing point 121 is placed on the left-turn lane of the transverse road, and the left-turning bridge 102 is erected above the intersection.
  • the left-turning bridge lanes there are two left-turning bridge lanes on the left-turning bridge 102, two The upper bridge ramp and the two lower bridge ramps are respectively turned left and right rear left to turn left, and the left turn bridge 102, the left turn of the horizontal road can avoid
  • the other vehicles cross
  • the lateral road side lane is the horizontal road right turn lane 103
  • the horizontal road right turn lane 103 has two, respectively for the left rearward and the right front right turn right turn the vehicle, the right turn lane 103 through the transverse road, horizontal
  • the right-turning vehicle can avoid crossing with other vehicles.
  • the middle lane of the longitudinal road is the vertical road straight lane.
  • the middle section of the 141 longitudinal road left-turn lane 105 is the intersection pavement lane. It is a short turning section, a turning shortcut, and a vertical road left turn lane 105.
  • the longitudinally right turn of the vehicle can avoid crossing with other vehicles.
  • the longitudinal road straight lane has a longitudinal straight road tunnel 104
  • the longitudinal road straight tunnel 104 is located below the intersection horizontal road straight tunnel 101
  • the two longitudinal road straight tunnel pavement openings 141 are respectively located at the longitudinal roads on the front and rear sides of the intersection.
  • the longitudinal road straight tunnel 104 is a two-way lane
  • the middle partition is divided into two one-way lanes by the partition wall, which are respectively for the forward and backward and the forward and forward straight vehicles to go straight through the longitudinal road straight tunnel 104, and the vertical road straight traffic can avoid Crossing the other vehicles
  • the longitudinal left turn lane 105 is disposed adjacent to the longitudinal straight tunnel 104
  • the longitudinal turn left lane 105 begins between the longitudinal straight tunnel 104 and the longitudinal right turn lane.
  • the left turn bridge can be changed to the left turn lane of the transverse road, and accordingly, the left turn lane of the longitudinal road is changed to the left turn bridge.
  • transverse straight tunnel can be moved to the underside of the longitudinal straight tunnel. At this time, the longitudinal straight tunnel is moved up to the transverse straight tunnel.
  • the intersection of the lane fork of the second embodiment of the present application is composed of a longitudinal road 201 and a transverse road 202.
  • the longitudinal road 201 has a straight lane 203 in the middle, and the straight lane 203 is a two-way lane, which is designed for the straight road 201 to go straight.
  • the longitudinal road 201 has a longitudinal road right turn lane 210, the longitudinal road right turn lane 210 for the vertical road right turn vehicle right turn, and the longitudinal road right turn lane 210 is still an independent passage, and there is no intersection with the straight left turn lane, horizontal
  • the middle lane of the road 202 is a two-way straight lane for straight traffic on the horizontal road, and the straight road 202 is located above the longitudinal straight road 203, also above the longitudinal road left turn 204, but through the transverse road left turn bridge 207 Under the bridge, the horizontal road 202 straight lane and the longitudinal road straight ramp 203, the longitudinal road left turn ramp 204, and the transverse road left turn bridge 207 do not meet.
  • the horizontal road straight lane is the horizontal road left turn lane, the horizontal road right side On the left turn lane, there is an upper bridge ramp 208 of the transverse road left turn bridge 207.
  • the horizontal road left turn bridge 207 is diagonally across the longitudinal road transverse road intersection, with the transverse road 202, the longitudinal road straight ramp 203, the longitudinal road The left turn ramp 204 does not meet, the upper bridge ramp 208 of the lateral road left turn bridge 207 is placed on the left turn lane on the right side of the transverse road, and the lower bridge ramp 209 of the horizontal road left turn bridge 207 is located on the left side of the longitudinal road.
  • the left turn vehicle on the horizontal road 202 is connected by the upper bridge ramp 208, the left bridge ramp 209 is the lower bridge, and the horizontal road 202 has the horizontal road right turn lane 211, the transverse road
  • the right turn lane 211 is still an independent route, and there is no intersection with the straight left turn lane.
  • the right turn vehicle on the transverse road 202 is turned right by the transverse turn right lane 211.
  • the straight ramp 203 passes under the transverse path 202, also passes under the left turn exit 206 of the left turn ramp 204 of the longitudinal path, and exits from the middle of the opposite longitudinal path, straight lane 203 and left turn ramp 204, the transverse road 202, the lateral road left turn bridge 207 does not meet, the left side ramp 203 has a left turn ramp 204, the left turn ramp 204 is a one-way lane, dedicated to the longitudinal road left turn vehicle left turn, left
  • the bypass entrance 205 is adjacent to the straight ramp 203, parallel to the straight ramp 203, and the left turn ramp 204 passes through the transverse lane 202 and is turned left by the opposite longitudinal lane.
  • the exit of the left turn ramp 204 is The left turn exit 206, the initial turn of the left turn exit 206 is located under the bridge of the lower bridge ramp 209 of the left turn bridge of the transverse road, the middle section of the left turn exit 206 is located above the straight ramp 203, and the end of the left turn exit 206 is located opposite to the left.
  • the left turn vehicle on the longitudinal path 201 is turned left to the opposite lateral path 202 via the left turn ramp 204, and the longitudinal straight track 203, the transverse path 202, and the transverse left turn bridge 207. The vehicle did not meet.
  • the lighting port 212 is narrow and long, so that it is advantageous to open the lighting above the straight ramp 203, which is advantageous for the vertical road to pass through the vehicle.
  • a zebra crossing 213 is arranged along the longitudinal left turn exit 206, and the zebra crossing 213 passes under the lower bridge ramp 209, above the straight ramp 203, and over the left turn ramp 204, and the leftward turn vehicle and the transverse road 202 are straight ahead with the longitudinal road 201. Going straight left to turn the vehicle did not meet.
  • the T-junction of the third embodiment of the present application is composed of a longitudinal path 301 and a lateral path 302.
  • the longitudinal path 301 and the horizontal path 302 are connected in a T-shape.
  • the longitudinal path 301 is a two-way lane.
  • the front section of the longitudinal road includes a straight lane 303 and a left lane 304.
  • the straight-line bridge 305 and the right-turn lane 306, the straight-travel lane 303 is on the left side of the longitudinal road 301, and is exclusively used for the straight-forward and straight-going vehicles on the longitudinal road 301, which is an independent driving one-way lane, and the left-turning lane 304 is a lane of the straight lane 303.
  • the longitudinal road 301 is turned to the left and right to the left, and the left turn lane 304 is an independent one-way lane.
  • the straight bridge 305 is a straight lane in the middle of the longitudinal road 301.
  • the straight bridge 305 is placed at the intersection of the forward straight lane and is reserved for the straight lane.
  • the rear forward straight-going vehicle goes straight, is an independent driving one-way lane
  • the right-turning lane 306 is the right lane of the longitudinal road 301, and is exclusively for the right-turning vehicle to turn right
  • the right-turning lane 306 is an independent driving lane
  • the rearward driving lane 301 includes a straight-traveling lane.
  • the straight section of the straight lane 303 is connected with the front section
  • the left turn tunnel 307 is the right rear left turn tunnel
  • the left turn tunnel 307 is below the intersection road surface.
  • the left turn tunnel 307 exit 312 is in the inner lane of the straight lane 303 of the longitudinal road 301
  • the left turn tunnel 307 is reserved for the right rear left turn vehicle
  • the bridge landing point 310 of the straight bridge 305 is on the straight lane in the middle of the longitudinal road 301, straight ahead.
  • the rear section of the bridge 305 is connected to the front section.
  • the horizontal road 302 includes a left right turn lane 308, a left turn lane 304, a left turn tunnel 307 and a right right turn lane 309.
  • the left right turn lane 308 is reserved for the right right turn right turn vehicle.
  • the left right turn lane 308 is an independent driving lane
  • the horizontal road left turn lane 304 is a corner extension of the longitudinal road 301 left turn lane 304
  • the left turn lane 304 is exclusively for the longitudinal road 301 left turn vehicle left turn
  • the tunnel 307 is the entrance section of the longitudinal road 301 left turn tunnel 307
  • the entrance 311 of the left turn tunnel 307 is in the middle left turn lane of the transverse road 302
  • the left turn tunnel 307 is dedicated to the left turn of the left turn vehicle on the transverse road 302, right side right
  • the lane 309 is on the right side of the transverse road 302 and is dedicated to the right turn of the transverse right turn vehicle.
  • the left turn lane 303 is replaced by a left turn tunnel below the road surface. At this time, the left turn tunnel 307 is changed to the road left turn lane.
  • left turn tunnel 307 is replaced by a left turn bridge above the road surface.
  • straight bridge 305 is changed to a straight tunnel below the road surface.
  • the left turn lane 303 is replaced by a left turn bridge above the road surface.
  • the straight bridge is changed to a straight road.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Traffic Control Systems (AREA)

Abstract

一种道路路口，包括十字路口和丁字路口；其中，十字路口由纵向路(201)与横向路(202)组成，纵向路(201)中间有直行隧道(203)，纵向路(201)路边有纵向路右转车道(210)，横向路(202)中间车道位于纵向路直行隧道(203)上方、横向路左转桥(207)下方，横向路(202)直行车道旁是横向路左转车道，横向路左转桥(207)斜跨过横向路及纵向路直行隧道(203)上方，横向路(202)路边车道有横向路右转车道(211)。丁字路口由纵向路(301)与横向路(302)组成，纵向路前段包括直行车道(303)、左转车道(304)、直行桥(305)与右转车道(306)，直行车道(303)在纵向路(301)左边，左转车道(304)是直行车道(303)内侧车道，直行桥(305)是纵向路(301)中间直行车道，右转车道(306)是纵向路(301)右边车道，纵向路(301)后段包括直行车道(303)、左转隧道(307)、直行桥(305)与右转车道(306)，直行车道(303)后段与前段相通，横向路(302)包括左边右转车道(308)、左转车道(304)、左转隧道(307)与右边右转车道(309)。该道路路口纵向路、横向路车辆直行左转右转互相之间没有交叉，减少了路口交通拥堵与交通事故。

Description

道路路口 技术领域
本申请涉及一种道路路口，具体说是一种纵向路横向路直行左转右转车道都叉开的道路路口。
背景技术
目前的道路路口，例如十字路口和丁字路口，由单纯的纵向路横向路交叉而成，其上没有将车道叉开的结构设施，纵向路上直行左转右转车道与横向路上直行左转右转车道互相交叉，使得纵向路上车辆直行左转右转与横向路上车辆直行左转右转互相交叉，从而产生拥堵与交通事故。
发明内容
本申请的目的是为了解决现有技术的上述道路路口存在的问题，而提供一种纵向路上车辆直行左转右转与横向路上车辆直行左转右转互相之间都叉开从而不易产生拥堵与交通事故的车道叉开的道路路口。
为达到这一目的，本发明采用如下技术方案：
本申请的第一方面提供了一种道路路口，由横向路与纵向路十字交叉而成，横向路中间有横向路直行隧道，横向路直行隧道是双向车道，位于路口路面下方，隧道中间有隔墙分开，成为两个单向车道，供左右向与右左向直行车辆直行，横向路直行隧道是独立通行车道，与其他车道没有交叉，横向路直行隧道旁有横向路左转车道，横向路左转车道上架设有左转桥，左转桥位于路口路面上方，左转桥上桥坡道架设在横向路上，左转桥下桥坡道架设在纵向路上，左转桥供左前向与右后向左转车辆左转，左转桥是独立通行车道，车道之间没有交叉，横向路侧边车道是横向路右转车道，横向路右转车道直接在路口拐角右转，是独立通行车道，与其他车道没有交叉，纵向路左转车道中间段是路口路面车道，纵向路左转车道供后 左向与前右向左转车辆左转，是独立通行车道，车道之间没有交叉，纵向路侧边车道是纵向路右转车道，纵向路右转车道直接由路口拐角右转，是独立通行车道，与其他车道没有交叉，纵向路横向路直行左转右转车道都是独立通行车道，互相之间没有交叉。
优选地，纵向路中间有纵向路直行隧道，纵向路直行隧道是双向车道，位于路口横向路直行隧道下方，中间有隔墙分开成为两个单向车道，供前后向与后前向直行车辆直行，纵向路直行隧道是独立通行隧道，与其他车道没有交叉，纵向路左转车道设置在纵向路直行隧道旁，纵向路左转车道起始段在纵向路直行车道与纵向路右转车道之间。
优选地，左转桥改为横向路左转车道，相应地，纵向路左转车道改为左转桥。
优选地，横向路直行隧道移至纵向路直行隧道下方，纵向路直行隧道在横向路直行隧道上方穿过。
优选地，在靠左行驶的国家，上述左转车道与右转车道互相对调。
与目前的十字路口相比，本申请第一方面的道路路口增设了横向路直行隧道，左转桥与纵向路直行隧道，让横向路直行车辆在横向路直行隧道内直行，横向路左转车辆在左转桥上左转，横向路右转车辆在横向路右转车道上右转，纵向路直行车辆在纵向路直行隧道内直行，纵向路左转车辆在纵向路左转车道上左转，纵向路右转车辆在纵向路右转车道上右转，这六个车道都是独立通行车道，互相之间没有交叉，不易产生拥堵与交通事故。
本申请的第二方面提供了一种车道叉开的十字路口，由纵向路与横向路组成，纵向路中间有直行遂道，直行遂道是双向车道，专供纵向路直行车辆直行，纵向路路边有纵向路右转车道，纵向路右转车道是单向车道，专供纵向路右转车辆右转，横向路中间车道是双向直行车道，专供横向路直行车辆直行，横向路中间车道位于纵向路直行遂道上方，也位于纵向路左转遂道上方，但在横向路左转桥下方，横向路直行车辆在横向路左转桥下方与纵向路直行遂道、左转遂道上方穿过，这样，横向路直行车辆与横向路左转车辆、纵向路直行左转车辆叉开了，横向路直行车道旁是横向路左转车道，横向路左转车道是单向车道，横向路右侧的左转车道上有横向 路左转桥的上桥坡道，横向路左转桥是单向车道桥，专供横向路左转车辆左转，横向路左转桥斜跨过横向路纵向路路口上方，横向路左转桥的上桥坡道落脚于横向路右侧的左转车道上，横向路左转桥的下桥坡道落脚于纵向路左侧的左转车道上，横向路左转桥斜跨过横向路及纵向路直行遂道左转遂道上方，这样，横向路左转桥上的横向路左转车辆与横向路直行车辆、纵向路直行左转车辆叉开了，横向路路边车道有横向路右转车道，横向路右转车道是单向车道，供横向路右转车辆右转。
优选地，直行遂道由横向路下方及纵向路左转遂道的左转弯出口下方穿过，纵向路上直行车辆与纵向路左转车辆、横向路左转直行车辆叉开了，纵向路直行遂道两侧各有一条左转遂道，左转遂道是单向车道，专供纵向路左转车辆左转，左转遂道入口在直行遂道旁，与直行遂道并列，左转遂道穿过横向路下方，由对侧纵向路左转车道出来，左转遂道的出口即左转弯出口，左转弯出口的起始段位于横向路左转桥的下桥坡道桥下，左转弯出口的中段位于纵向路直行遂道上方，左转弯出口的末段位于对向左转遂道的上方，这样，左转遂道内的纵向路左转车辆与纵向路直行车辆、横向路直行左转车辆叉开了。
优选地，左转隧道的左转弯出口的中间有采光口，采光口窄且长，这样，有利于打开直行隧道上方的采光，有利于纵向路直行车辆通行。
优选地，纵向路左转弯出口旁有斑马线，斑马线从下桥坡道下方、直行隧道上方、左转隧道上方经过，与纵向路直行左转车辆、横向路直行左转车辆没有交会。
优选地，横向路上桥坡道下方有斑马线，斑马线从横向路上桥坡道下方穿过，与横向路左转车辆没有交会。
与目前的十字路口相比，本申请第二方面的十字路口在纵向路横向路路口增加了直行遂道、左转遂道、左转桥等，使得：纵向路直行车辆由独立的直行遂道直行，纵向路左转车辆由独立的左转遂道左转，横向路直行车辆由独立的直行车道直行，横向路左转车辆由独立的左转桥左转，纵向路横向路右转车辆独立通行路线不变，这样，纵向路横向路车辆直行左转右转互相之间都独立通行了，互相之间没有了交叉，因而路口交通拥堵与交通事故减少了。
本申请的第三方面提供了一种丁字路口，由纵向路与横向路组成，纵向路与横向路段呈丁字形交叉，路口前段纵向路包括直行车道、左转车道、直行桥与右转车道，路口后段纵向路包括直行车道、左转隧道、直行桥与右转车道，横向路段包括左边右转车道、左转车道、左转隧道与右边右转车道，直行车道在路面，专供纵向路前后向直行车辆直行，左转车道在路面，专供路口前右向左转车辆左转，直行桥在路口上方，专供纵向路后前向直行车辆直行，右转车道在路面，专供右前向右转车辆右转，左转隧道在路口路面下方，专供右后向左转车辆左转，左边右转车道在路面，专供后右向右转车辆右转，右边右转车道在路面，专供右前向右转车辆右转，直行车道、左转车道、直行桥、右转车道、左转隧道、左边右转车道与右边右转车道是独立行驶车道，互相之间没有交叉。
优选地，左转车道用路面下方左转隧道代替，此时，左转隧道改为路面左转车道。
优选地，左转隧道用路面上方左转桥代替，此时，直行桥改为路面下方直行隧道。
优选地，左转车道用路面上方左转桥代替，此时，直行桥改为路面直行车道。
与目前的丁字路口相比，本申请第三方面的丁字路口增设了直行桥与左转隧道，使得路口纵向路直行左转车道与横向路左转车道叉开，互相之间没有交叉，使得路口不易发生拥堵与交通事故。
附图说明
图1是本申请第一实施例的道路路口的路面结构图。
图2是本申请第一实施例的道路路口的纵向路左转车道与其他结构图。
图3是本申请第一实施例的道路路口的横向路直行隧道与其他结构图。
图4是本申请第一实施例的道路路口的纵向路直行隧道与其他结构图。
图5是本申请第二实施例的十字路口的路桥结构图。
图6是本申请第二实施例的十字路口的路面结构图。
图7是本申请第二实施例的十字路口的直行遂道结构图。
图8是本申请第二实施例的十字路口的左转遂道结构图。
图9是本申请第三实施例的丁字路口的路面结构图。
图10是本申请第三实施例的丁字路口的直行桥结构图。
图11是本申请第三实施例的丁字路口的左转隧道结构图。
图中，101：横向路直行隧道 111：横向路直行隧道路面开口 102：左转桥 121：左转桥在路面落脚点 103：横向路右转车道 104：纵向路直行隧道 141：纵向路直行隧道在路面开口 105纵向路左转车道 106：纵向路右转车道
201：纵向路 202：横向路 203：直行遂道 204：左转遂道 205：左转遂道入口 206：左转弯出口 207：横向路左转桥 208：上桥坡道 209：下桥坡道 210：纵向路右转车道 211：横向路右转车道 212：采光口 213：斑马线
301：纵向路 302：横向路 303：直行车道 304：左转车道 305：直行桥 306：右转车道 307：左转隧道 308：左边右转车道 309：右边右转车道 310：桥落脚点 311：隧道入口 312：隧道出口
具体实施方式
本申请第一实施例的道路路口由横向路与纵向路组成，横向路中间车道是直行车道，横向路直行车道上有横向路直行隧道101，横向路直行隧道101位于路口路面下方，横向路直行隧道路面开口111位于路口左右侧的直行隧道上，横向路直行隧道101是双向车道，横向路直行隧道中间由隔墙分隔成两个单向车道，分别供横向路左右向与右左向直行车辆直行，通过横向路直行隧道101，横向路直行车辆就能避免与其他车辆交叉，横向路直行隧道101旁有横向路左转车道，横向路左转车道上架设有左转桥102，左转桥102超始端落脚点121落脚于横向路左转车道上，左转桥102架设在路口上方，在纵向路左转车道105中间段上方，左转桥102上有两 条左转桥车道，有两条上桥坡道与两条下桥坡道，分别供左前向与右后向左转车辆左转，通过左转桥102，横向路左转车辆就能避免与其他车辆交叉，横向路侧边车道是横向路右转车道103，横向路右转车道103有两条，分别供左后向与右前向右转车辆右转，通过横向路右转车道103，横向路右转车辆就能避免与其他车辆交叉，纵向路中间车道是纵向路直行车道，141纵向路左转车道105中间段是路口路面车道，是转弯段短，转弯捷径，纵向路左转车道105有两条，分别供前右向与后左向左转车辆左转，通过纵向路左转车道105，纵向路左转车辆就能避免与其他车道车辆交叉，纵向路侧边车道是纵向路右转车道106，纵向路右转车道106有两条，分别供前左向与后右向右转车辆右转，通过纵向路右转车道106，纵向路右转车辆能避免与其他车辆交叉。
更进一步地，纵向路直行车道上有纵向路直行隧道104，纵向路直行隧道104位于路口横向路直行隧道101的下方，两个纵向路直行隧道路面开口141分别位于路口前后两侧的纵向路直行车道上，纵向路直行隧道104是双向车道，中间被隔墙分隔成两个单向车道，分别供前后向与后前向直行车辆直行，通过纵向路直行隧道104，纵向路直行车辆就能避免与其他车辆交叉，纵向路左转车道105设置在纵向路直行隧道104旁，纵向路左转车道105起始段在纵向路直行隧道104与纵向路右转车道之间。
更进一步地，左转桥可改为横向路左转车道，相应地，纵向路左转车道改为左转桥。
更进一步地，横向路直行隧道可移至纵向路直行隧道下方，此时，纵向路直行隧道上移至横向路直行隧道上方。
需要说明的是，如果是在靠左行驶的国家实施本申请的技术方案，本申请中的右转车道与左转车道应互相对调。
本申请第二实施例的车道叉开的十字路口由纵向路201与横向路202组成，纵向路201中间有直行遂道203，直行遂道203是双向车道，专供纵向路201直行车辆直行，纵向路201路边有纵向路右转车道210，纵向路右转车道210供纵向路右转车辆右转，纵向路右转车道210仍然是一条独立通行路线，与直行左转车道没有交会，横向路202中间车道是双向直行车道，供横向路上直行车辆通行，横向路202直行车道位于纵向路直行 遂道203上方，也位于纵向路左转遂道204上方，但穿过横向路左转桥207桥下，横向路202直行车道与纵向路直行遂道203、纵向路左转遂道204、横向路左转桥207没有交会，横向路直行车道两侧是横向路左转车道，横向路右边的左转车道上有横向路左转桥207的上桥坡道208，横向路左转桥207斜跨在纵向路横向路路口上方，与横向路202、纵向路直行遂道203，纵向路左转遂道204没有交会，横向路左转桥207的上桥坡道208落脚于横向路右侧的左转车道上，横向路左转桥207的下桥坡道209落脚于纵向路的左边的左转车道上，横向路202上左转车辆由上桥坡道208上桥，由下桥坡道209下桥即实现左转，横向路202路边有横向路右转车道211，横向路右转车道211仍是独立通行的路线，与直行左转车道没有交会，横向路202上右转车辆由横向路右转车道211右转。
更进一步，直行遂道203穿过横向路202下方，也穿过纵向路的左转遂道204的左转弯出口206的下方，由对侧纵向路中间出来，直行遂道203与左转遂道204、横向路202、横向路左转桥207没有交会，直行遂道203两侧各有左转遂道204，左转遂道204是单向车道，专供纵向路左转车辆左转，左转遂道入口205在直行遂道203旁，与直行遂道203并列而行，左转遂道204穿过横向路202下方由对向纵向路左转车道出来，左转遂道204的出口即左转弯出口206，左转弯出口206起始段位于横向路左转桥的下桥坡道209桥下，左转弯出口206中段位于直行遂道203的上方，左转弯出口206的末端位于对向左转遂道204的上方，纵向路201上的左转车辆经左转遂道204左转至对向横向路202上，与纵向路直行遂道203、横向路202、横向路左转桥207上的车辆没有交会。
更进一步，左转遂道的左转弯出口206的中间有采光口212，采光口212窄且长，这样，有利于打开直行遂道203上方的采光，有利于纵向路直行车辆通行。
更进一步，纵向路左转弯出口206旁有斑马线213，斑马线213从下桥坡道209下方、直行遂道203上方、左转遂道204上方经过，与纵向路201直行左转车辆、横向路202直行左转车辆没有交会。
更进一步，横向路202上桥坡道208下方有斑马线，斑马线从横向路202上桥坡道208下方穿过，与横向路左转车辆没有交会。
本申请第三实施例的丁字路口由纵向路301与横向路302组成，纵向路301与横向路302呈丁字连接，纵向路301是双向车道，纵向路前段包括直行车道303、左转车道304、直行桥305与右转车道306，直行车道303在纵向路301左边，专供纵向路301上前后向直行车辆直行，是独立行驶单向车道，左转车道304是直行车道303内侧车道，专供纵向路301上前右向左转车辆左转，左转车道304是独立行驶单向车道，直行桥305是纵向路301中间直行车道，直行桥305架设在路口后前向直行车道上方，专供后前向直行车辆直行，是独立行驶单向车道，右转车道306是纵向路301右边车道，专供右转车辆右转，右转车道306是独立行驶车道，纵向路301后段包括直行车道303、左转隧道307、直行桥305与右转车道306，直行车道303后段与前段相通，左转隧道307是右后向左转隧道，左转隧道307在路口路面下方，左转隧道307出口312在纵向路301直行车道303的内侧车道，左转隧道307专供右后向左转车辆左转，直行桥305的桥落脚点310在纵向路301中间直行车道上，直行桥305后段与前段接通，横向路302包括左边右转车道308、左转车道304、左转隧道307与右边右转车道309，左边右转车道308专供后右向右转车辆右转，左边右转车道308是独立行驶车道，横向路左转车道304是纵向路301左转车道304的转弯延伸，左转车道304专供纵向路301左转车辆左转，横向路302的左转隧道307是纵向路301左转隧道307的入口段，左转隧道307的入口311在横向路302的中间左转车道上，左转隧道307专供横向路302上左转车辆左转，右边右转车道309在横向路302的右边，专供横向路右转车辆右转。
更进一步，左转车道303用路面下方左转隧道代替，此时，左转隧道307改为路面左转车道。
更进一步，左转隧道307用路面上方左转桥代替，此时，直行桥305改为路面下方直行隧道。
更进一步，左转车道303用路面上方左转桥代替，此时，直行桥改为路面直行车道。

Claims (14)

  1. 一种道路路口，由横向路与纵向路组成，其特征是：
    横向路中间车道是直行车道,横向路直行车道上有横向路直行隧道(101)，横向路直行隧道(101)位于路口路面下方，横向路直行隧道路面开口(111)位于路口左右侧的直行隧道上，横向路直行隧道(101)是双向车道，横向路直行隧道(101)中间由隔墙分隔成两个单向车道，分别供横向路左右向与右左向直行车辆直行，通过横向路直行隧道(101)，横向路直行车辆就能避免与其他车辆交叉，横向路直行隧道(101)旁有横向路左转车道，横向路左转车道上架设有左转桥(102)，左转桥(102)起始端落脚点(121)落脚于横向路左转车道上，左转桥(102)架设在路口上方，在纵向路左转车道(105)中间段上方，左转桥(102)上有两条左转桥车道，有两条上桥坡道与两条下桥坡道，分别供左前向与右后向左转车辆左转，通过左转桥(102)，横向路左转车辆就能避免与其他车辆交叉，横向路侧边车道是横向路右转车道(103)，横向路右转车道(103)有两条，分别供左后向与右前向右转车辆右转，通过横向路右转车道(103)，横向路右转车辆就能避免与其他车辆交叉，纵向路中间车道是纵向路直行车道，纵向路左转车道(105)中间段是路口路面车道，转弯段短，转弯捷径，纵向路左转车道(105)有两条，分别供前右向与后左向左转车辆左转，通过纵向路左转车道(105)，纵向路左转车辆就能避免与其他车道车辆交叉，纵向路侧边车道是纵向路右转车道(106)，纵向路右转车道(106)有两条，分别供前左向与后右向右转车辆右转，通过纵向路右转车道(106)，纵向路右转车辆能避免与其他车辆交叉。
  2. 如权利要求1所述的道路路口，其特征是:
    纵向路直行车道上有纵向路直行隧道(104)，纵向路直行隧道(104)位于路口横向路直行隧道(101)的下方，两个纵向路直行隧道路面开口(141)分别位于路口前后两侧的纵向路直行车道上，纵向路直行隧道(104)是双向车道，中间被隔墙分隔成两个单向车道，分别供前后向与后前向直行车辆直行，通过纵向路直行隧道(104)，纵向路直行车辆就能避免与其他车辆交叉，所述纵向路左转车道(105)设置在纵向路直行隧道(104)旁，纵向路左转车道⑸起始段在纵向路直行隧道(104)与纵向 路右转车道(104)之间。
  3. 如权利要求1所述的道路路口，其特征是：
    左转桥(102)改为横向路左转车道，相应地，纵向路左转车道改为左转桥。
  4. 如权利要求1或2所述的道路路口，其特征是：
    横向路直行隧道(101)移至纵向路直行隧道(104)下方，纵向路直行隧道(104)在横向路直行隧道上方穿过。
  5. 如权利要求1所述的路口，其特征是：在靠左行驶的国家，上述左转车道与右转车道互相对调。
  6. 一种车道叉开的十字路口，由纵向路(201)与横向路(202)组成，其特征是：
    纵向路(201)中间有直行隧道(203)，直行隧道(203)是双向车道，专供纵向路(201)直行车辆直行，纵向路(201)路边有纵向路右转车道(210)，纵向路右转车道(210)是单向车道，专供纵向路(201)右转车辆右转，横向路(202)中间车道是双向直行车道，专供横向路(202)直行车辆直行，横向路(202)中间车道位于纵向路直行隧道(203)上方，但在横向路左转桥(207)下方，横向路(202)直行车辆在横向路左转桥(207)下方与纵向路直行隧道(203)上方穿过，这样，横向路(202)直行车辆与横向路(202)左转车辆、纵向路(201)直行车辆叉开了，横向路(202)直行车道旁是横向路左转车道，横向路(202)左转车道是单向车道，横向路(202)右侧的左转车道上有横向路左转桥(207)的上桥坡道(208)，横向路左转桥(207)是单向车道桥，专供横向路左转车辆左转，横向路左转桥(207)斜跨过横向路纵向路路口上方，横向路左转桥(207)的上桥坡道(208)落脚于横向路(202)右侧的左转车道上，横向路左转桥(207)的下桥坡道(209)落脚于纵向路(201)左侧的左转车道上，横向路左转桥(207)斜跨过横向路及纵向路直行隧道(203)上方，这样，横向路左转桥(207)上的横向路左转车辆与横向路(202)直行车辆、纵向路(201)直行车辆叉开了，横向路(202)路边车道有横向路右转车道(211)，横向路右转车道(211)是单向车道，供横向路右转车辆右转。
  7. 如权利要求6所述的十字路口，其特征是：
    直行隧道(203)由横向路(202)下方及纵向路左转隧道(204)的左转弯出口(206)下方穿过，纵向路(201)上直行车辆与纵向路(201)左转车辆、横向路(202)左转直行车辆叉开了，纵向路直行隧道(203)两侧各有一条左转隧道(204)，左转隧道(204)是单向车道，专供纵向路(201)左转车辆左转，左转隧道入口(205)在直行隧道(203)旁，与直行隧道(203)并列，左转隧道(204)穿过横向路(202)下方，由对侧纵向路(201)左转车道出来，左转隧道的出口即左转弯出口(206)，左转弯出口(206)的起始段位于横向路左转桥(207)的下桥坡道(209)桥下，左转弯出口(206)的中段位于纵向路直行隧道(203)上方，左转弯出口(206)的末段位于对向左转隧道(204)的上方，这样，左转隧道(204)内的纵向路左转车辆与纵向路(201)直行车辆、横向路直行左转车辆叉开了。
  8. 如权利要求6或7所述的十字路口，其特征是：
    左转隧道的左转弯出口(206)的中间有采光口(212)，采光口(212)窄且长，这样，有利于打开直行隧道(203)上方的采光，有利于纵向路(201)直行车辆通行。
  9. 如权利要求6或7所述的十字路口，其特征是：
    纵向路左转弯出口(206)旁有斑马线(213)，斑马线(213)从下桥坡道(209)下方、直行隧道(203)上方、左转隧道(204)上方经过，与纵向路(201)直行左转车辆、横向路(202)直行左转车辆没有交会。
  10. 如权利要求6所述的十字路口，其特征是：
    横向路(202)上桥坡道(208)下方有斑马线，斑马线从横向路(202)上桥坡道(208)下方穿过，与横向路(202)左转车辆没有交会。
  11. 一种丁字路口，由纵向路(301)与横向路(302)组成，其特征是：
    纵向路(301)与横向路(302)呈丁字连接，纵向路(301)是双向车道，纵向路前段包括直行车道(303)、左转车道(304)、直行桥(305)与右转车道(306)，直行车道(303)在纵向路(301)左边，专供纵向 路(301)上前后向直行车辆直行，是独立行驶单向车道，左转车道(304)是直行车道(303)内侧车道，专供纵向路(301)上前右向左转车辆左转，左转车道(304)是独立行驶单向车道，直行桥(305)是纵向路(301)中间直行车道，直行桥(305)架设在路口后前向直行车道上方，专供后前向直行车辆直行，是独立行驶单向车道，右转车道(306)是纵向路(301)右边车道，专供右转车辆右转，右转车道(306)是独立行驶车道，纵向路(301)后段包括直行车道(303)、左转隧道(307)、直行桥(305)与右转车道(306)，直行车道(303)后段与前段相通，左转隧道(307)是右后向左转隧道，左转隧道(307)在路口路面下方，左转隧道(307)出口(312)在纵向路(301)直行车道(303)的内侧车道，左转隧道(307)专供右后向左转车辆左转，直行桥(305)的桥落脚点(310)在纵向路(301)中间直行车道上，直行桥(305)后段与前段接通，横向路(302)包括左边右转车道(308)、左转车道(304)、左转隧道(307)与右边右转车道(309)，左边右转车道(308)专供后右向右转车辆右转，左边右转车道(308)是独立行驶车道，横向路左转车道(304)是纵向路(301)左转车道(304)的转弯延伸，左转车道(304)专供纵向路(301)左转车辆左转，横向路(302)的左转隧道(307)是纵向路(301)左转隧道(307)的入口段，左转隧道(307)的入口(311)在横向路(302)的中间左转车道上，左转隧道(307)专供横向路(302)上左转车辆左转，右边右转车道(309)在横向路(302)的右边，专供横向路右转车辆右转。
  12. 如权利要求11所述的丁字路口，其特征是：
    左转车道(303)用路面下方左转隧道代替，此时，左转隧道(307)改为路面左转车道。
  13. 如权利要求11所述的丁字路口，其特征是：
    左转隧道(307)用路面上方左转桥代替，此时，直行桥(305)改为路面下方直行隧道。
  14. 如权利要求11所述的丁字路口，其特征是：
    左转车道(303)用路面上方左转桥代替，此时，直行桥改为路面直行车道。
PCT/CN2019/077471 2018-03-15 2019-03-08 道路路口 WO2019174527A1 (zh)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
CN201810263250.2A CN108316075A (zh) 2018-03-15 2018-03-15 一种车道叉开的十字路口
CN201810263250.2 2018-03-15
CN201811281194.1 2018-10-16
CN201811281194.1A CN111058344A (zh) 2018-10-16 2018-10-16 一种丁字路口
CN201811515661.2 2018-12-02
CN201811515661.2A CN111254769A (zh) 2018-12-02 2018-12-02 路口

Publications (1)

Publication Number Publication Date
WO2019174527A1 true WO2019174527A1 (zh) 2019-09-19

Family

ID=67907303

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2019/077471 WO2019174527A1 (zh) 2018-03-15 2019-03-08 道路路口

Country Status (1)

Country Link
WO (1) WO2019174527A1 (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114856053A (zh) * 2022-01-04 2022-08-05 倪小春 一种装配式建筑幕墙连接结构

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010078678A (ko) * 2000-02-09 2001-08-21 나상균 교차로 상에서 차량통과 방법
JP2004324206A (ja) * 2003-04-24 2004-11-18 Tsukinada Kensetsu Kk 道路の立体交差構造
CN1556280A (zh) * 2004-01-06 2004-12-22 莫汝根 一种实现十字、丁字路口道路互通的立交系统
CN2672150Y (zh) * 2004-01-12 2005-01-19 肖为民 一种立交桥
CN101781873A (zh) * 2009-01-15 2010-07-21 王伟榕 便捷顺畅型无红绿灯立交十字路口交通建筑
CN201634978U (zh) * 2009-12-31 2010-11-17 余宾来 T字路口的道路立交系统
CN202227212U (zh) * 2011-09-06 2012-05-23 上海海事大学 新型十字路口二层全互通式立交桥
CN103590291A (zh) * 2013-03-01 2014-02-19 李文泽 十字路丁字路全方向不停车立交桥
CN108316075A (zh) * 2018-03-15 2018-07-24 王建友 一种车道叉开的十字路口

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010078678A (ko) * 2000-02-09 2001-08-21 나상균 교차로 상에서 차량통과 방법
JP2004324206A (ja) * 2003-04-24 2004-11-18 Tsukinada Kensetsu Kk 道路の立体交差構造
CN1556280A (zh) * 2004-01-06 2004-12-22 莫汝根 一种实现十字、丁字路口道路互通的立交系统
CN2672150Y (zh) * 2004-01-12 2005-01-19 肖为民 一种立交桥
CN101781873A (zh) * 2009-01-15 2010-07-21 王伟榕 便捷顺畅型无红绿灯立交十字路口交通建筑
CN201634978U (zh) * 2009-12-31 2010-11-17 余宾来 T字路口的道路立交系统
CN202227212U (zh) * 2011-09-06 2012-05-23 上海海事大学 新型十字路口二层全互通式立交桥
CN103590291A (zh) * 2013-03-01 2014-02-19 李文泽 十字路丁字路全方向不停车立交桥
CN108316075A (zh) * 2018-03-15 2018-07-24 王建友 一种车道叉开的十字路口

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114856053A (zh) * 2022-01-04 2022-08-05 倪小春 一种装配式建筑幕墙连接结构

Similar Documents

Publication Publication Date Title
CN100473782C (zh) 无红绿灯无障碍的城市立体快速交通道路结构
WO2011054187A1 (zh) 一种左转进口道设置体系及行驶方法
CN207073044U (zh) 桥隧组合式十字路口道路
WO2007112643A1 (fr) Structure de chaussées dépourvue de feux de circulation, destinée à un système de trafic urbain rapide sans arrêt
WO2015055152A1 (zh) 单层全能立交桥
JP2992498B2 (ja) ２顕示３岐平面交差路及びその信号制御方法
WO2019174527A1 (zh) 道路路口
CN101126219B (zh) 免红绿灯十字路口道路系统
KR20070081158A (ko) 3지교차로 및 3지교차로의 신호제어방법
CN101792994A (zh) 多功能遂道立交枢纽桥
CN208884290U (zh) 高效快速通行路口立交桥
CN108867217A (zh) 十字路快速通行立交桥
TW201540903A (zh) 中國結道路十字路口無交叉連接點
WO2012116480A1 (zh) 五桥立交桥
KR20110116478A (ko) 신호등 없는 입체교차로의 구조
CN101487214A (zh) 城市十字路口人性化多功能立交桥
WO2021036902A1 (zh) 互通式立交桥
CN202247571U (zh) 三跨交错式十字路口立交桥
CN217869756U (zh) 十字形单导向直通式立交桥
CN101187192B (zh) 十字路口免红绿灯回转行车交通道路系统
CN105002796A (zh) 十字路口无红灯单层立交桥
CN204475093U (zh) 一种城市快速通道交通系统
JP2005036616A (ja) 反転跨道橋のみによる完全な立体交差
CN204982578U (zh) 一种十字路口无红灯单层立交桥
CN110344296A (zh) 一种十字路口及丁字路口取消红绿灯道路

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19766829

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 19766829

Country of ref document: EP

Kind code of ref document: A1