CN102995511A - Intersection - Google Patents
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- CN102995511A CN102995511A CN2012103979626A CN201210397962A CN102995511A CN 102995511 A CN102995511 A CN 102995511A CN 2012103979626 A CN2012103979626 A CN 2012103979626A CN 201210397962 A CN201210397962 A CN 201210397962A CN 102995511 A CN102995511 A CN 102995511A
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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
Technical field the present invention relates to the cross roads that a kind of Vehicle Driving Cycle is used, and is a kind of crossroad that does not need traffic lights indication scheduling specifically.
The crossroad that the present Vehicle Driving Cycle of background technology is used is by axial route, lateral route forms, axial route in one plane intersects with lateral route, rely on traffic lights indication scheduling, realize the normal current of vehicle, passing through of this crossroad, only have stop first one of them way current after, could realize that another way is current, when the vehicle that travels is more, alternately stop way current, can cause vehicle to gather, block up, bring inconvenience to Vehicle Driving Cycle, on the other hand, Ackermann steer angle, the left-hand bend amplitude is little, the left-hand bend crossing is narrow, and the vehicle that turns left need cross whole subtend way, just can enter left side lateral route, at this moment, next crowded vehicle is sailed with easy and its generation grazing in the opposite.
Summary of the invention purpose of the present invention is exactly in order to address the above problem, and provide a kind of Vehicle Driving Cycle convenient, be difficult for blocking up, be difficult for the crossroad that grazing occurs and do not need traffic lights indication 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, bridge is set out on a journey has guardrail with the road under bridge both sides, bridge is set out on a journey and is comprised vertical 1 the tunnel, vertical 3 the tunnel, horizontal 2 the tunnel, vertical 4 the tunnel, vertical 6 the tunnel, horizontal 5 the tunnel, vertical 1 the tunnel, vertical 3 the tunnel, horizontal 2 the tunnel, vertical 4 the tunnel, vertical 6 the tunnel, horizontal 5 tunnel upper ends are wide, road under bridge comprises horizontal 1 the tunnel, horizontal 3 the tunnel, vertical 5 the tunnel, horizontal 4 the tunnel, horizontal 6 the tunnel, vertical 2 the tunnel, horizontal 1 the tunnel, horizontal 3 the tunnel, vertical 5 the tunnel, horizontal 4 the tunnel, horizontal 6 the tunnel, vertical 2 tunnel crossings are wide, what bridge was set out on a journey indulges 1 the tunnel, vertical 3 the tunnel with vertical 2 tunnel axial routes that form and lead to the back side of road under bridge, the horizontal stroke 1 tunnel of road under bridge, the lateral route that the horizontal stroke 2 tunnel that horizontal stroke 3 tunnel and bridge are set out on a journey forms and leads to the right side, what bridge was set out on a journey indulges 4 the tunnel, vertical 6 the tunnel with vertical 5 tunnel axial routes that form and lead to the front of road under bridge, the horizontal stroke 4 tunnel of road under bridge, the lateral route that the horizontal stroke 5 tunnel that horizontal stroke 6 tunnel and bridge are set out on a journey forms and lead to the left side, the axial route at the back side and the axial route of front are 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, the left-hand rotation detour and the right-hand rotation detour that are communicated with lateral route have been arranged on the axial route, be horizontal 2 the tunnel and horizontal 5 the tunnel, the left-hand rotation detour and the right-hand rotation detour that are communicated with axial route have also been arranged on the lateral route, namely indulge 2 the tunnel and vertical 5 the tunnel, vehicle is turned right on axial route or the lateral route, the turning crossing is wide, the turning amplitude is large, turning vehicle is not affected by other vehicles can, vehicle moves ahead on axial route or the lateral route, preceding vehicle only is subjected to the impact of front subtend left-hand bend vehicle, equally, vehicle turns left on axial route or the lateral route, the left-hand bend vehicle also only is subjected to the impact of front subtend preceding vehicle, impact between this left-hand bend vehicle and the subtend preceding vehicle, compare with the impact between the subtend preceding vehicle with the left-hand bend vehicle that travels in present crossroad, when left-hand bend vehicle of the present invention turns left, the left-hand bend crossing is wide, the left-hand bend amplitude is large, the subtend track quantity of crossing is approximately lacked one than present, and, among the present invention, owing to not had alternately to be closed to traffic, the move ahead vehicle degree of crowding come of subtend is also low than present, thereby, be not easy to occur grazing between the left turning vehicle of the present invention and the subtend preceding vehicle, Vehicle Driving Cycle is also more convenient.
Compare with present crossroad, the present invention with vertical 1 the tunnel, vertical 3 the tunnel, horizontal 2 the tunnel, vertical 4 the tunnel, vertical 6 tunnel, horizontal 5 tunnel bridges that form are set out on a journey and vertical 2 tunnel, horizontal 1 tunnel, horizontal 3 tunnel, vertical 5 tunnel, horizontal 4 tunnel, horizontal 6 tunnel road under bridge that form, replace present axial route and lateral route, so that turn inside diameter, front accommodating, be difficult for blocking up, be difficult for grazing occurs, and do not need traffic lights indication scheduling.
Description of drawings Fig. 1 crossroad structure chart
Fig. 2 road under bridge structure chart
Among the figure: 1, vertical 1 the tunnel 2, vertical 2 the tunnel 3, vertical 3 the tunnel 4, horizontal 1 the tunnel 5, horizontal 2 the tunnel 6, horizontal 3 the tunnel 7, vertical 4 the tunnel 8, vertical 5 the tunnel 9, vertical 6 the tunnel 10, horizontal 4 the tunnel 11, horizontal 5 the tunnel 12, horizontal 6 the tunnel
Specific embodiment the present invention is set out on a journey by bridge, road under bridge forms, bridge is set out on a journey has guardrail with the road under bridge both sides, bridge is set out on a journey and is comprised vertical 1 the tunnel 1, vertical 3 the tunnel 3, horizontal 2 the tunnel 5, vertical 4 the tunnel 7, vertical 6 the tunnel 9, horizontal 5 the tunnel 11, vertical 1 the tunnel 1, vertical 3 the tunnel 3, horizontal 2 the tunnel 5, vertical 4 the tunnel 7, vertical 6 the tunnel 9, horizontal 5 tunnel 11 upper ends are wide, be convenient to turn inside diameter, road under bridge comprises vertical 2 the tunnel 2, horizontal 1 the tunnel 4, horizontal 3 the tunnel 6, vertical 5 the tunnel 8, horizontal 4 the tunnel 10, horizontal 6 the tunnel 12, vertical 2 the tunnel 2, horizontal 1 the tunnel 4, horizontal 3 the tunnel 6, vertical 5 the tunnel 8, horizontal 4 the tunnel 10, horizontal 6 tunnel 12 crossings are wide, be convenient to turn inside diameter, what bridge was set out on a journey indulges 1 the tunnel 1, vertical 3 the tunnel 3 with vertical 2 tunnel 2 axial routes that form and lead to the back side of road under bridge, the horizontal stroke 1 tunnel 4 of road under bridge, the lateral route that the horizontal stroke 2 tunnel 5 that horizontal stroke 3 tunnel 6 and bridge are set out on a journey forms and leads to the right side, what bridge was set out on a journey indulges 4 the tunnel 7, vertical 6 the tunnel 9 with vertical 5 tunnel 8 axial routes that form and lead to the front of road under bridge, the horizontal stroke 4 tunnel 10 of road under bridge, the lateral route that the horizontal stroke 5 tunnel 11 that horizontal stroke 6 tunnel 12 and bridge are set out on a journey forms and lead to the left side, the axial route at the back side and the axial route of front are 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 left-hand rotation detour and the right-hand rotation detour that is communicated with lateral route, be horizontal 2 the tunnel 5 and horizontal 5 the tunnel 11, the left-hand rotation detour and the right-hand rotation detour that are communicated with axial route have also been arranged on the lateral route, namely indulge 2 the tunnel 2 and vertical 5 the tunnel 8, axial route, vehicle is set out on a journey respectively upper left with road under bridge on the lateral route at bridge, turn right and move ahead, it is than the left side of present crossroad axial route and lateral route vehicle, turn right and move ahead, come conveniently, this axial route and the lateral route that does not in one plane intersect realized the vehicle pass-through that does not need the traffic lights indication to dispatch effectively.
Claims (1)
1. crossroad, 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 is comprised vertical 1 the tunnel (1), vertical 3 the tunnel (3), horizontal 2 the tunnel (5), vertical 4 the tunnel (7), vertical 6 the tunnel (9) and horizontal 5 the tunnel (11), vertical 1 the tunnel (1), vertical 3 the tunnel (3), horizontal 2 the tunnel (5), vertical 4 the tunnel (7), vertical 6 the tunnel (9), and horizontal 5 tunnel (11) upper ends are wide, road under bridge comprises vertical 2 the tunnel (2), horizontal 1 the tunnel (4), horizontal 3 the tunnel (6), vertical 5 the tunnel (8), horizontal 4 the tunnel (10) and horizontal 6 the tunnel (12), vertical 2 the tunnel (2), horizontal 1 the tunnel (4), horizontal 3 the tunnel (6), vertical 5 the tunnel (8), horizontal stroke 4 tunnel (10) and horizontal 6 tunnel (12) crossings are wide, what bridge was set out on a journey indulges 1 the tunnel (1), vertical 3 the tunnel (3) with vertical 2 tunnel (2) axial routes that form and lead to the back side of road under bridge, the horizontal stroke 1 tunnel of road under bridge (4), horizontal stroke 3 tunnel (6) forms and leads to the right side lateral route with the horizontal stroke 2 tunnel (5) that bridge is set out on a journey, what bridge was set out on a journey indulges 4 the tunnel (7), vertical 6 tunnel (9) vertical 5 tunnel (8) axial routes that form and lead to the front below bridge, the horizontal stroke 4 tunnel of road under bridge (10), horizontal 6 the tunnel (12), the horizontal stroke 5 tunnel (11) of setting out on a journey with bridge forms and leads to the left side lateral route, the axial route at the back side and the axial route of front are 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210397962.6A CN102995511B (en) | 2012-10-06 | 2012-10-06 | Intersection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210397962.6A CN102995511B (en) | 2012-10-06 | 2012-10-06 | Intersection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102995511A true CN102995511A (en) | 2013-03-27 |
| CN102995511B CN102995511B (en) | 2015-02-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210397962.6A Expired - Fee Related CN102995511B (en) | 2012-10-06 | 2012-10-06 | Intersection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102995511B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19980047227A (en) * | 1996-12-14 | 1998-09-15 | 신부용 | Road crossing of rotary shape |
| CN2773149Y (en) * | 2005-04-15 | 2006-04-19 | 李力 | Superimposed overpass road junction for crossroad |
| CN202369882U (en) * | 2011-11-22 | 2012-08-08 | 王文东 | Motor vehicle shunting bridge of urban road intersection |
| CN202809424U (en) * | 2012-10-06 | 2013-03-20 | 王建友 | Crossroad |
-
2012
- 2012-10-06 CN CN201210397962.6A patent/CN102995511B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19980047227A (en) * | 1996-12-14 | 1998-09-15 | 신부용 | Road crossing of rotary shape |
| CN2773149Y (en) * | 2005-04-15 | 2006-04-19 | 李力 | Superimposed overpass road junction for crossroad |
| CN202369882U (en) * | 2011-11-22 | 2012-08-08 | 王文东 | Motor vehicle shunting bridge of urban road intersection |
| CN202809424U (en) * | 2012-10-06 | 2013-03-20 | 王建友 | Crossroad |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102995511B (en) | 2015-02-25 |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150225 Termination date: 20151006 |
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| EXPY | Termination of patent right or utility model |