CN103306176A - Dual-layer cross road and bridge - Google Patents
Dual-layer cross road and bridge Download PDFInfo
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- CN103306176A CN103306176A CN2013102136209A CN201310213620A CN103306176A CN 103306176 A CN103306176 A CN 103306176A CN 2013102136209 A CN2013102136209 A CN 2013102136209A CN 201310213620 A CN201310213620 A CN 201310213620A CN 103306176 A CN103306176 A CN 103306176A
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Abstract
The invention discloses a dual-layer cross road and bridge for an urban highway. The dual-layer cross road and bridge is composed of an upper bridge road and a lower bridge road, wherein the upper bridge circuit comprises a second cross road, a third cross road, a fifth cross road, an eighth cross road, a first longitudinal road, a third longitudinal road, a fourth longitudinal road and a seventh longitudinal road; the lower bridge road comprises a first cross road, a fourth cross road, a sixth cross road, a seventh cross road, a second longitudinal road, a fifth longitudinal road and a sixth longitudinal road; the first cross road, the third cross road, the fifth cross road, the seventh cross road, the first longitudinal road, the third longitudinal road, the fifth longitudinal road and the sixth longitudinal road are unidirectional lanes; the second cross road, the fourth cross road, the fourth cross road, the sixth cross road, the eighth cross road, the second longitudinal road, the fourth longitudinal road and the seventh longitudinal road are two-way lanes; the first cross road, the second cross road, the seventh cross road and the eighth cross road form a main transverse road; the third cross road, the fourth cross road, the fifth cross road and the sixth cross road form a secondary cross road; the first longitudinal road, the second longitudinal road, the third longitudinal road, the fourth longitudinal road, the fifth longitudinal road, the sixth longitudinal road and the seventh longitudinal road form a longitudinal road. Vehicles in the longitudinal roads and vehicles in the cross roads are separated, and independently pass through, so as to form a full-interconnected communication network.
Description
Technical field the present invention relates to the road bridge used on a kind of municipal highway, be specifically a kind of can with vertical road and bridge vehicle up and down with horizontal road and bridge the bilayer that separate, independently pass through of vehicle up and down intersect road and bridge.
In the present municipal highway of background technology, axial route and the in one plane intersection of lateral route vehicle, turn inside diameter on the axial route, move ahead with lateral route on vehicle do not separate independent current, when vehicle is more on axial route, the lateral route, easily get congestion, easily accident.
Summary of the invention purpose of the present invention is exactly the shortcoming that exists in order to solve above-mentioned axial route, lateral route, and provide that a kind of axial route and lateral route in one plane do not intersect, on the axial route on vehicle and the lateral route vehicle separate the bilayer that independence passes through and intersect road and bridge.
For reaching this purpose, the present invention adopts following technical scheme:
The present invention is set out on a journey by bridge and forms with road under bridge, bridge is set out on a journey and is comprised horizontal 2 the tunnel, horizontal 3 the tunnel, horizontal 5 the tunnel, horizontal 8 the tunnel, vertical 1 the tunnel, vertical 3 the tunnel, vertical 4 the tunnel, vertical 7 the tunnel, road under bridge comprises horizontal 1 the tunnel, horizontal 4 the tunnel, horizontal 6 the tunnel, horizontal 7 the tunnel, vertical 2 the tunnel, vertical 5 the tunnel, vertical 6 the tunnel, horizontal 1 the tunnel is road under bridge, near main lateral route left side, left side, it is unidirectional track, for turn inside diameter under the bridge on the axial route, horizontal 2 the tunnel is that bridge is set out on a journey, horizontal 2 degree of having a lot of social connections are greater than 2 tracks, be two-way lane, horizontal 2 the tunnel near main lateral route right side, left side, horizontal 3 the tunnel is that bridge is set out on a journey, near time lateral route left side, left side, it is unidirectional track, for turn inside diameter on the bridge on the axial route, horizontal 4 the tunnel is road under bridge, it is two-way lane, near time lateral route right side, left side, horizontal 5 the tunnel is that bridge is set out on a journey, near time lateral route left side, right side, it is unidirectional track, for turn inside diameter on the bridge on the axial route, horizontal 6 the tunnel is road under bridge, it is two-way lane, near time lateral route right side, right side, horizontal 7 the tunnel is road under bridge, near right side master's lateral route left side, it is unidirectional track, turn for track under the bridge on the axial route, horizontal 8 the tunnel is that bridge is set out on a journey, it is two-way lane, near master's lateral route right side, right side, vertical 1 the tunnel is that bridge is set out on a journey, near the axial route right side, it is unidirectional track, for turn inside diameter on the bridge on the main lateral route, vertical 2 the tunnel is road under bridge, is two-way lane, near the axial route left side, vertical 3 the tunnel is that bridge is set out on a journey, and near the axial route left side, is unidirectional track, for turn inside diameter on the bridge on the main lateral route, vertical 4 the tunnel is that bridge is set out on a journey, and is the ramp, is positioned in the middle of the axial route, it is two-way lane, vertical 5 the tunnel is road under bridge, near the axial route right side, is unidirectional track, for turn inside diameter under the bridge on time lateral route, vertical 6 the tunnel is road under bridge, near the axial route left side, is unidirectional track, for turn inside diameter under the bridge on time lateral route, vertical 7 the tunnel is that bridge is set out on a journey, and near the axial route right side, is two-way lane, the horizontal stroke 1 tunnel of road under bridge, the horizontal stroke 2 tunnel that horizontal stroke 7 tunnel and bridge are set out on a journey, horizontal 8 the tunnel form a main lateral route, the horizontal stroke 3 tunnel that bridge is set out on a journey, the horizontal stroke 4 tunnel of horizontal stroke 5 tunnel and road under bridge, horizontal 6 the tunnel form lateral route one time, and what bridge was set out on a journey indulges 1 the tunnel, vertical 3 the tunnel, vertical 4 the tunnel, vertical 7 the tunnel with vertical 2 tunnel of road under bridge, vertical 5 the tunnel, vertical 6 the tunnel form an axial route, like this, turn inside diameter on the main lateral route, craspedodrome is carried out at bridge, separate with vehicle on the axial route under the bridge, independent current, there is not direct intersection, turn inside diameter on the inferior lateral route, craspedodrome is carried out under bridge, separate with vehicle on the axial route on the bridge, independent current, there is not direct intersection.
Compare with axial route, lateral route in the present municipal highway, it is planned former highway, having set up the bridges such as horizontal 2 tunnel, horizontal 3 tunnel, horizontal 5 tunnel, horizontal 8 tunnel, vertical 1 tunnel, vertical 3 tunnel, vertical 4 tunnel, vertical 7 tunnel at respective regions sets out on a journey, so that on the axial route on vehicle and the lateral route vehicle separate independent currently, be difficult for blocking up.
The double-deck crossroad bridge construction of description of drawings Fig. 1 figure
Among the figure: 1, horizontal 1 the tunnel 2, horizontal 2 the tunnel 3, horizontal 3 the tunnel 4, horizontal 4 the tunnel 5, horizontal 5 the tunnel 6, horizontal 6 the tunnel 7, horizontal 7 the tunnel 8, horizontal 8 the tunnel 9, vertical 1 the tunnel 10, vertical 2 the tunnel 11, vertical 3 the tunnel 12, vertical 4 the tunnel 13, vertical 5 the tunnel 14, vertical 6 the tunnel 15, vertical 7 tunnel specific embodiment the present invention are set out on a journey by bridge and form with road under bridge, road under bridge comprises horizontal 1 the tunnel 1, horizontal 4 the tunnel 4, horizontal 6 the tunnel 6, horizontal 7 the tunnel 7, vertical 2 the tunnel 10, vertical 5 the tunnel 13, vertical 6 the tunnel 14, bridge is set out on a journey and is comprised horizontal 2 the tunnel 2, horizontal 3 the tunnel 3, horizontal 5 the tunnel 5, horizontal 8 the tunnel 8, vertical 1 the tunnel 9, vertical 3 the tunnel 11, vertical 4 the tunnel 12, vertical 7 the tunnel 15, horizontal 1 the tunnel 1 is road under bridge, near main lateral route left side, left side, it is unidirectional track, vehicle can be by horizontal 1 the tunnel 1 out after turning under the horizontal 1 tunnel 1 other bridge under the bridge on the axial route, and horizontal 2 the tunnel 2 set out on a journey for bridge, near main lateral route right side, left side, be two-way lane, vehicle moves ahead on horizontal 2 tunnel 2 right-hand lane, can turn at the crossing bridge floor, keep straight on, vehicle can be kept straight in horizontal 2 tunnel 2 left-hand lane on the subtend bridge floor, horizontal stroke 3 tunnel 3 is set out on a journey for bridge, near time lateral route left side, left side, is unidirectional track, on the axial route on the bridge behind the turn inside diameter, can be by horizontal 3 the tunnel 3 out, horizontal 4 the tunnel 4 is road under bridge, near time lateral route right side, left side, it is two-way lane, the vehicle of horizontal 4 tunnel 4 right-hand lane moves ahead, and can turn at the road under bridge mouth, keep straight on, vehicle passes under the bridge on the subtend road surface, can keep straight in horizontal 4 tunnel 4 left-hand lane, horizontal stroke 5 tunnel 5 is set out on a journey for bridge, near time lateral route left side, right side, is unidirectional track, on the axial route on the bridge behind the turn inside diameter, can be by horizontal 5 the tunnel 5 out, horizontal 6 the tunnel 6 is road under bridge, near time lateral route right side, right side, it is two-way lane, vehicle moves ahead on horizontal 6 tunnel 6 right-hand lane, can turn under the bridge of crossing, keep straight on, after vehicle passes under the bridge on the subtend track, can keep straight in horizontal 6 tunnel 6 left-hand lane, horizontal 7 the tunnel 7 is road under bridge, near right side master's lateral route left side, is unidirectional track, vehicle is after the road under bridge mouth is turned on the axial route, can be by horizontal 7 the tunnel 7 out, horizontal 8 the tunnel 8 set out on a journey for bridge, near master's lateral route right side, right side, it is two-way lane, vehicle moves ahead on horizontal 8 tunnel 8 right-hand lane, and bridge floor is turned at the crossing, keep straight on, vehicle can be kept straight in horizontal 8 tunnel 8 left-hand lane on the subtend track, vertical 1 the tunnel 9 sets out on a journey for bridge, near the axial route right side, be unidirectional track, vehicle is after turning in crossing on the bridge on the main lateral route, can be by vertical 1 the tunnel out, vertical 2 the tunnel 10 is road under bridge, near the axial route left side, is two-way lane, vehicle moves ahead on vertical 2 tunnel 10 right-hand lane, can turn at the road under bridge mouth, keep straight on, vehicle passes under the bridge on the subtend track, can keep straight in vertical 2 tunnel 10 left-hand lane, vertical 3 the tunnel 11 set out on a journey for bridge, near the axial route left side, be unidirectional track, vehicle is after bridge is turned on the main lateral route, can be by vertical 3 the tunnel 11 out, vertical 4 the tunnel 12 set out on a journey for bridge, are ramps, are positioned in the middle of the axial route, it is two-way lane, behind the vehicle gug, enter under the bridge on vertical 4 tunnel right-hand lane, can under bridge, turn, keep straight on, vehicle on the subtend track passes under the bridge, can keep straight at vertical 4 tunnel 12 left-hand lane up gradients, vertical 5 the tunnel 13 is road under bridge, near the axial route right side, be unidirectional track, vehicle can be by vertical 5 the tunnel 13 out after the road under bridge mouth is turned on the inferior lateral route, vertical 6 the tunnel 14 is road under bridge, near the axial route left side, be unidirectional track, after vehicle is turned under bridge on the inferior lateral route, can be by vertical 6 the tunnel 14 out, vertical 7 the tunnel 15 set out on a journey for bridge, and close axial route right side is two-way lane, vehicle on vertical 7 tunnel 15 right-hand lane moves ahead, can turn at the crossing bridge floor, keep straight on, vehicle can be kept straight on the horizontal stroke 1 tunnel 1 of road under bridge on the subtend track in vertical 7 tunnel 15 left sides, the horizontal stroke 2 tunnel 2 that horizontal stroke 7 tunnel 7 and bridge are set out on a journey, horizontal 8 the tunnel 8 form a main lateral route, the horizontal stroke 3 tunnel 3 that bridge is set out on a journey, the horizontal stroke 4 tunnel 4 of horizontal stroke 5 tunnel 5 and road under bridge, horizontal 6 the tunnel 6 form lateral route one time, and what bridge was set out on a journey indulges 1 the tunnel 9, vertical 3 the tunnel 11, vertical 4 the tunnel 12, vertical 7 the tunnel 15 with vertical 2 tunnel 10 of road under bridge, vertical 5 the tunnel 13, vertical 6 the tunnel 14 form an axial route.
Claims (1)
1. a bilayer intersects road and bridge, set out on a journey by bridge and to form with road under bridge, it is characterized in that: road under bridge comprises horizontal 1 the tunnel (1), horizontal 4 the tunnel (4), horizontal 6 the tunnel (6), horizontal 7 the tunnel (7), vertical 2 the tunnel (10), vertical 5 the tunnel (13), vertical 6 the tunnel (14), bridge is set out on a journey and is comprised horizontal 2 the tunnel (2), horizontal 3 the tunnel (3), horizontal 5 the tunnel (5), horizontal 8 the tunnel (8), vertical 1 the tunnel (9), vertical 3 the tunnel (11), vertical 4 the tunnel (12), vertical 7 the tunnel (15), horizontal 1 the tunnel (1) is road under bridge, near main lateral route left side, left side, it is unidirectional track, horizontal stroke 2 tunnel (2) is set out on a journey for bridge, near main lateral route right side, left side, it is two-way lane, horizontal stroke 3 tunnel (3) is set out on a journey for bridge, near time lateral route left side, it is unidirectional track, horizontal 4 the tunnel (4) is road under bridge, near time lateral route right side, left side, it is two-way lane, horizontal stroke 5 tunnel (5) is set out on a journey for bridge, near time lateral route left side, right side, it is unidirectional track, horizontal 6 the tunnel (6) is road under bridge, near time lateral route right side, right side, it is two-way lane, horizontal 7 the tunnel (7) is road under bridge, near right side master's lateral route left side, it is unidirectional track, horizontal stroke 8 tunnel (8) is set out on a journey for bridge, near master's lateral route right side, right side, it is two-way lane, vertical 1 the tunnel (9) sets out on a journey for bridge, near the axial route right side, it is unidirectional track, vertical 2 the tunnel (10) is road under bridge, near the axial route left side, it is two-way lane, vertical 3 the tunnel (11) set out on a journey for bridge, near the axial route left side, it is unidirectional track, vertical 4 the tunnel (12) set out on a journey for bridge, be positioned in the middle of the axial route, it is two-way lane, it is the ramp, vertical 5 the tunnel (13) is road under bridge, near the axial route right side, it is unidirectional track, vertical 6 the tunnel (14) is road under bridge, near the axial route left side, it is unidirectional track, vertical 7 the tunnel (15) set out on a journey for bridge, near the axial route right side, be two-way lane, the horizontal stroke 1 tunnel of road under bridge (1), the horizontal stroke 2 tunnel (2) that horizontal stroke 7 tunnel (7) and bridge are set out on a journey, horizontal 8 the tunnel (8) form a main lateral route, the horizontal stroke 3 tunnel that bridge is set out on a journey (3), the horizontal stroke 4 tunnel (4) of horizontal stroke 5 tunnel (5) and road under bridge, horizontal 6 the tunnel (6) form lateral route one time, and what bridge was set out on a journey indulges 1 the tunnel (9), vertical 3 the tunnel (11), vertical 4 the tunnel (12), vertical 7 the tunnel (15) with vertical 2 tunnel (10) of road under bridge, vertical 5 the tunnel (13), vertical 6 the tunnel (14) form an axial route.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102136209A CN103306176A (en) | 2013-05-25 | 2013-05-25 | Dual-layer cross road and bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102136209A CN103306176A (en) | 2013-05-25 | 2013-05-25 | Dual-layer cross road and bridge |
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| CN103306176A true CN103306176A (en) | 2013-09-18 |
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| CN2013102136209A Pending CN103306176A (en) | 2013-05-25 | 2013-05-25 | Dual-layer cross road and bridge |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002220805A (en) * | 2001-01-24 | 2002-08-09 | Sekisui House Ltd | Road for residential area |
| CN1844581A (en) * | 2006-02-17 | 2006-10-11 | 陈清伟 | Urban stereo road |
| CN103015282A (en) * | 2012-12-11 | 2013-04-03 | 王建友 | Highway overpass and highway |
| CN203295912U (en) * | 2013-05-25 | 2013-11-20 | 王建友 | Double-layer crossed road bridge |
-
2013
- 2013-05-25 CN CN2013102136209A patent/CN103306176A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002220805A (en) * | 2001-01-24 | 2002-08-09 | Sekisui House Ltd | Road for residential area |
| CN1844581A (en) * | 2006-02-17 | 2006-10-11 | 陈清伟 | Urban stereo road |
| CN103015282A (en) * | 2012-12-11 | 2013-04-03 | 王建友 | Highway overpass and highway |
| CN203295912U (en) * | 2013-05-25 | 2013-11-20 | 王建友 | Double-layer crossed road bridge |
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Application publication date: 20130918 |