CN102995511B

CN102995511B - Intersection

Info

Publication number: CN102995511B
Application number: CN201210397962.6A
Authority: CN
Inventors: 王建友
Original assignee: Individual
Current assignee: Individual
Priority date: 2012-10-06
Filing date: 2012-10-06
Publication date: 2015-02-25
Anticipated expiration: 2032-10-06
Also published as: CN102995511A

Abstract

The invention discloses an intersection, which is used for vehicle travelling. The intersection is composed of over-bridge roads and under-bridge roads, wherein the over-bridge roads comprise a longitudinal road 1, a longitudinal road 3, a cross road 2, a longitudinal road 4, a longitudinal road 6 and a cross road 5, the under-bridge roads comprise a longitudinal road 2, a cross road 1, a cross road 3, a longitudinal road 5, a cross road 4 and a cross road 6, the longitudinal roads 1, 2 and 3 constitute parallel longitudinal roads leading to a back side, the cross roads 1, 2 and 3 constitute parallel cross roads leading to a right side, the longitudinal roads 4, 5 and 6 constitute parallel longitudinal roads leading to a front side, and the cross roads 4, 5 and 6 constitute parallel cross roads leading to a left side. According to the invention, vehicles are separated when turning to the left or right or traveling forward on the over-bridge roads and the under-bridge roads, turning junctions are wide, turning amplitude is large, cross opposite lanes are fewer when vehicles turn left, and the vehicles can pass conveniently at the intersection, difficult to jam in congestion, and free from the indication scheduling of traffic lights.

Description

A kind of crossroad

Technical field the present invention relates to the cross roads that a kind of vehicle travels, and is a kind of crossroad not needing traffic lights to indicate scheduling specifically.

The crossroad that the current vehicle of background technology travels is by axial route, lateral route forms, axial route in one plane intersects with lateral route, rely on traffic lights instruction scheduling, realize the normal pass of vehicle, passing through of this crossroad, only have after first stopping one of them way current, another way could be realized pass through, when the vehicle travelled is more, way is alternately stopped to pass through, vehicle can be caused to gather, block up, travel to vehicle and bring inconvenience, on the other hand, Ackermann steer angle, left-hand bend amplitude is little, left-hand bend crossing is narrow, and the vehicle turned left need cross whole subtend way, just can enter left side lateral route, at this moment, the crowded vehicle that opposite is sailed is incited somebody to action easily and grazing occurs for it.

Summary of the invention object of the present invention exactly in order to solve the problem, and provide a kind of vehicle traveling to facilitate, not easily blocking up, not easily grazing occur and not needing traffic lights to indicate the crossroad of scheduling.

For reaching this purpose, the present invention adopts following technical scheme:

The present invention is set out on a journey by bridge, road under bridge forms, and bridge is set out on a journey and had guardrail with road under bridge both sides, and bridge is set out on a journey and comprised vertical 1 tunnel, vertical 3 tunnels, horizontal 2 tunnels, vertical 4 tunnels, vertical 6 tunnels, horizontal 5 tunnels, vertical 1 tunnel, vertical 3 tunnels, horizontal 2 tunnels, vertical 4 tunnels, vertical 6 tunnels, horizontal 5 upper ends, tunnel are wide, and road under bridge comprises horizontal 1 tunnel, horizontal 3 tunnels, vertical 5 tunnels, horizontal 4 tunnels, horizontal 6 tunnels, vertical 2 tunnels, horizontal 1 tunnel, horizontal 3 tunnels, vertical 5 tunnels, horizontal 4 tunnels, horizontal 6 tunnels, vertical 2 crossings, tunnel are wide, vertical 1 tunnel that bridge is set out on a journey, vertical 2 tunnels of vertical 3 tunnels and road under bridge form and lead to the axial route at the back side, horizontal stroke 1 tunnel of road under bridge, horizontal stroke 2 tunnel that horizontal 3 tunnels and bridge are set out on a journey forms and leads to the lateral route on right side, vertical 4 tunnels that bridge is set out on a journey, vertical 5 tunnels of vertical 6 tunnels and road under bridge form and lead to axial route above, horizontal stroke 4 tunnel of road under bridge, horizontal stroke 5 tunnel that horizontal 6 tunnels and bridge are set out on a journey forms and leads to the lateral route in left side, the axial route at the back side and axial route are above linked to be a complete axial route, the lateral route on right side and the lateral route in left side are linked to be a complete lateral route, like this, axial route there are the left-hand rotation detour and the right-hand rotation detour that are communicated with lateral route, i.e. horizontal 2 tunnels and horizontal 5 tunnels, lateral route there has also been the left-hand rotation detour and right-hand rotation detour that are communicated with axial route, i.e. vertical 2 tunnels and vertical 5 tunnels, on axial route or lateral route, vehicle is turned right, turning crossing is wide, turning amplitude is large, turning vehicle can not affect by other vehicles, vehicle forward on axial route or lateral route, preceding vehicle is only by the impact of the vehicle of subtend left-hand bend above, equally, on axial route or lateral route, vehicle turns left, left-hand bend vehicle is also only subject to the impact of subtend preceding vehicle above, impact between this left-hand bend vehicle and subtend preceding vehicle, the left-hand bend vehicle travelled with current crossroad is compared with the impact between subtend preceding vehicle, when left-hand bend vehicle of the present invention turns left, left-hand bend crossing is wide, left-hand bend amplitude is large, few one of the pact that the subtend track number ratio of crossing is current, and, in the present invention, due to without being alternately closed to traffic, the subtend vehicle degree of crowding come that moves ahead is also low than current, thus, turn left in the present invention between vehicle and subtend preceding vehicle and comparatively grazing is less likely to occur, vehicle travels also more convenient.

Compared with current crossroad, the bridge of vertical 1 tunnel of the present invention, vertical 3 tunnels, horizontal 2 tunnels, vertical 4 tunnels, vertical 6 tunnels, horizontal 5 roads compositions is set out on a journey the road under bridge formed with vertical 2 tunnels, horizontal 1 tunnel, horizontal 3 tunnels, vertical 5 tunnels, horizontal 4 tunnels, horizontal 6 tunnels, replace current axial route and lateral route, make turn inside diameter, front accommodating, not easily block up, not easily there is grazing, and do not need traffic lights to indicate scheduling.

Description of drawings 1 crossroad structure chart

Fig. 2 road under bridge structure chart

In figure: 1, vertical 1 tunnel 2, vertical 2 tunnels 3, vertical 3 tunnels 4, horizontal 1 tunnel 5, horizontal 2 tunnels 6, horizontal 3 tunnels 7, vertical 4 tunnels 8, vertical 5 tunnels 9, vertical 6 tunnels 10, horizontal 4 tunnels 11, horizontal 5 tunnels 12, horizontal 6 tunnels

Detailed description of the invention the present invention set out on a journey by bridge, road under bridge forms, and bridge is set out on a journey and had guardrail with road under bridge both sides, and bridge is set out on a journey and comprised vertical 1 tunnel 1, vertical 3 tunnels 3, horizontal 2 tunnels 5, vertical 4 tunnels 7, vertical 6 tunnels 9, horizontal 5 tunnels 11, vertical 1 tunnel 1, vertical 3 tunnels 3, horizontal 2 tunnels 5, vertical 4 tunnels 7, vertical 6 tunnels 9, horizontal 5 upper ends, tunnel 11 are wide, and be convenient to turn inside diameter, road under bridge comprises vertical 2 tunnels 2, horizontal 1 tunnel 4, horizontal 3 tunnels 6, vertical 5 tunnels 8, horizontal 4 tunnels 10, horizontal 6 tunnels 12, vertical 2 tunnels 2, horizontal 1 tunnel 4, horizontal 3 tunnels 6, vertical 5 tunnels 8, horizontal 4 tunnels 10, horizontal 6 crossings, tunnel 12 are wide, are convenient to turn inside diameter, vertical 1 tunnel 1 that bridge is set out on a journey, vertical 3 tunnels 3 form and lead to the axial route at the back side with vertical 2 tunnels 2 of road under bridge, horizontal stroke 1 tunnel 4 of road under bridge, horizontal stroke 2 tunnel 5 that horizontal 3 tunnels 6 and bridge are set out on a journey forms and leads to the lateral route on right side, vertical 4 tunnels 7 that bridge is set out on a journey, vertical 6 tunnels 9 form and lead to axial route above with vertical 5 tunnels 8 of road under bridge, horizontal stroke 4 tunnel 10 of road under bridge, horizontal stroke 5 tunnel 11 that horizontal 6 tunnels 12 and bridge are set out on a journey forms and leads to the lateral route in left side, the axial route at the back side and axial route are above linked to be a complete axial route, the lateral route on right side and the lateral route in left side are linked to be a complete lateral route, like this, axial route has had the left-hand rotation detour and the right-hand rotation detour that are communicated with lateral route, and namely horizontal 2 tunnels 5 and horizontal 5 tunnels 11, lateral route there has also been the left-hand rotation detour and right-hand rotation detour that are communicated with axial route, i.e. vertical 2 tunnels 2 and vertical 5 tunnels 8, axial route, on lateral route, vehicle is set out on a journey upper left with road under bridge respectively at bridge, turn right and move ahead, it is than a left side for current crossroad axial route and lateral route vehicle, turn right and move ahead, come convenient, this axial route that in one plane do not intersect and lateral route, have effectively achieved and do not need traffic lights to indicate the vehicle pass-through dispatched.

Claims

1. a crossroad, is set out on a journey by bridge and to form with road under bridge, it is characterized in that: bridge is set out on a journey and comprised vertical 1 tunnel (1), vertical 3 tunnels (3), horizontal 2 tunnels (5), vertical 4 tunnels (7), vertical 6 tunnels (9) and horizontal 5 tunnels (11), vertical 1 tunnel (1), vertical 3 tunnels (3), horizontal 2 tunnels (5), vertical 4 tunnels (7), vertical 6 tunnels (9), and horizontal 5 tunnels (11) upper end is wide, road under bridge comprises vertical 2 tunnels (2), horizontal 1 tunnel (4), horizontal 3 tunnels (6), vertical 5 tunnels (8), horizontal 4 tunnels (10) and horizontal 6 tunnels (12), vertical 2 tunnels (2), horizontal 1 tunnel (4), horizontal 3 tunnels (6), vertical 5 tunnels (8), horizontal 4 tunnels (10) and horizontal 6 tunnels (12) crossing wide, vertical 1 tunnel (1) that bridge is set out on a journey, vertical 3 tunnels (3) form and lead to the axial route at the back side with vertical 2 tunnels (2) of road under bridge, horizontal stroke 1 tunnel (4) of road under bridge, horizontal stroke 2 tunnel (5) that horizontal 3 tunnels (6) and bridge are set out on a journey forms and leads to right side lateral route, vertical 4 tunnels (7) that bridge is set out on a journey, vertical 6 tunnels (9) form and lead to axial route above with vertical 5 tunnels (8) below bridge, horizontal stroke 4 tunnel (10) of road under bridge, horizontal 6 tunnels (12), horizontal stroke 5 tunnel (11) of setting out on a journey with bridge forms and leads to left side lateral route, and the axial route at the back side and axial route are above linked to be a complete axial route, and right side lateral route and left side lateral route are linked to be a complete lateral route.