CN202323599U - Full-through flyover - Google Patents
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- CN202323599U CN202323599U CN2011204454363U CN201120445436U CN202323599U CN 202323599 U CN202323599 U CN 202323599U CN 2011204454363 U CN2011204454363 U CN 2011204454363U CN 201120445436 U CN201120445436 U CN 201120445436U CN 202323599 U CN202323599 U CN 202323599U
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Abstract
The utility model discloses a full-through flyover, which comprises west and east ground trunk roads and south and north underground trunk roads, and is provided with west, east, south and north intersections, wherein each of the south and north underground trunk roads is provided with a plurality of bridge piers; an east-north right turning ramp, a north-west right turning ramp, a west-south right turning ramp, a south-east right turning ramp, a south-north turn-back ramp and a north-south turn-back ramp which are flush with the west and east ground trunk roads are connected among the four intersections; a north-east left turning ramp and a south-west left turning ramp which are erected above the west and east ground trunk roads are respectively connected between the north and east intersections and between the south and west intersections; and a west-north left turning ramp and an east-south left turning ramp which are erected above the north-east left turning ramp and the south-west left turning ramp are respectively connected between the west and north intersections and between the east and south intersections. The full-through flyover has the advantages of simple structure, high space utilization rate, low construction difficulty, low construction cost, good seismic resistance and high passing efficiency, low energy consumption and good safety of vehicles on the flyover, and can well solve the problem about traffic jam.
Description
Technical field
The utility model relates to a kind of overpass bridge, especially relates to a kind of full straight overpass bridge that is used for the crossroad.
Background technology
Traffic congestion is the disadvantage of urban development, and incommutation peak time, it is outstanding that the problem of blocking up more shows, and the crowded blockage problem of urban highway traffic has become the restriction economic development, reduces people's living standard, weakened one of bottleneck of economic vitality.
Urban traffic blocking is often caused by the intersection, and is particularly outstanding at the parting of the ways.Mostly existing city cross road is usual friendship traffic lights form, and the great crossing of the part traffic volume is provided with overpass bridge, and clearly, grade separation can effectively be alleviated crossroad access and block up.The existing conventional overpass bridge has been realized the full intercommunication such as no red green grade of crossroad, can alleviate the crossroad access problem of blocking up, and improves the urban traffic present situation.But its shortcoming is also apparent in view:
1, floor space is bigger: existing overpass bridge floor space great majority are all more than hundreds of mu, and are limited for crossroad, city reconstruction overpass bridge feasibility;
2, fail to realize any direction intercommunication, can not solve the driver drives vehicle purpose.
3, space availability ratio is low: existing grade separation great majority are multilevel intersection, and are lower to underground space availability ratio.
Announce to the existing related patent U.S. Patent No. of above-mentioned subproblem; For example application number is that 200910014588 Chinese patent discloses a kind of concentric double-X sinistrad turning all-directional overpass bridge; This all-directional viaduct have save the area, major-minor road whereabouts is easy to identification, advantage such as applied widely, but it also has following weak point:
1, do not make full use of the underground space;
2, the major trunk roads climbing is highly too big, is unfavorable for driving at sleety weather;
3, ring road later is not set, fails to realize that the crossroad turns around.
The utility model content
The utility model technical problem to be solved is to above-mentioned deficiency of the prior art a kind of full straight overpass bridge to be provided, and it is simple in structure; Space availability ratio is high; Difficulty of construction is low, and construction cost is low, and anti-seismic performance is good; The superincumbent traffic efficiency of vehicle is high, energy consumption is low, security performance good, well the transport solution problem of blocking up.
For solving the problems of the technologies described above; The technical scheme that the utility model adopts is: a kind of full straight overpass bridge; The underground arterial highway in arterial highway, thing ground and north and south that comprises right-angled intersection; Have East Road mouth, West Road mouth, South Road mouth and four crossings of North Road mouth; It is characterized in that: underground arterial highway, said north and south is provided with a plurality of bridge piers that extend upward and pass arterial highway, said thing ground; Be connected with the east orientation north ring road of turning right between said East Road mouth and the said North Road mouth, be connected with the north orientation west ring road of turning right between said North Road mouth and the said West Road mouth, be connected with the west ring road of turning right southwards between said West Road mouth and the said South Road mouth; Be connected with the south orientation east ring road of turning right between said South Road mouth and the said East Road mouth; The said north orientation west south orientation north ring road of turning right and be connected with similar " U " font between the ring road in ring road and east orientation north later of turning right, the said south orientation east north orientation south ring road of turning right southwards and be connected with similar " U " font between the ring road in ring road and west later of turning right, said east orientation north turn right ring road, north orientation west turn right ring road, west turn right southwards ring road, south orientation east turn right ring road, south orientation north later ring road and north orientation south later ring road all with arterial highway, thing ground flush; Be connected with the north orientation east ring road of turning left between said North Road mouth and the said East Road mouth; Be connected with the south orientation west ring road of turning left between said South Road mouth and the said West Road mouth, said north orientation east ring road and the south orientation west ring road of turning left of turning left all is erected at the top of arterial highway, thing ground through bridge pier; Be connected with the west ring road of turning left between said West Road mouth and the said North Road mouth northwards; Be connected with the east orientation south ring road of turning left between said East Road mouth and the said South Road mouth, said west ring road and the east orientation south ring road of turning left of northwards turning left all is erected at the turn left top of ring road of ring road and south orientation west of turning left, north orientation east through bridge pier.
Above-mentioned a kind of full straight overpass bridge; It is characterized in that: the arterial highway, thing ground that is positioned at said bridge pier west side certain distance is provided with East and West direction and turns one's head ring road one, and the arterial highway, thing ground that is positioned at said bridge pier east side certain distance is provided with East and West direction and turns one's head ring road two.
Above-mentioned a kind of full straight overpass bridge is characterized in that: the quantity of said bridge pier is four.
Above-mentioned a kind of full straight overpass bridge; It is characterized in that: arterial highway, said thing ground and north and south are provided with two-way lane on the underground arterial highway; Southern side on the arterial highway, said thing ground is track eastwards, west; North side on the arterial highway, said thing ground is track, east orientation west, and the east side on the underground arterial highway, said north and south is track, south orientation north, and the west side on the underground arterial highway, said north and south is track, north orientation south.
Above-mentioned a kind of full straight overpass bridge; It is characterized in that: said east orientation south ring road and the east orientation north ring road of turning right of turning left is successively set on the north side in track, east orientation west, mouth place, said East Road, and said south orientation east ring road and the north orientation east ring road of turning left of turning right is successively set on the southern side in track eastwards, west, mouth place, said East Road; Said south orientation west ring road and the south orientation east ring road of turning right of turning left sets gradually the east side that said South Road mouth is in track, south orientation north, and said west ring road and the east orientation south ring road of turning left of turning right southwards is successively set on the west side in the southern track of mouth place, said South Road north orientation; The said west ring road of northwards turning left is successively set on the southern side in track eastwards, west, mouth place, said West Road with the west ring road of turning right southwards, and said north orientation west ring road and the south orientation west ring road of turning left of turning right is successively set on the north side in the western track of mouth place, said West Road east orientation; Said north orientation east ring road and the north orientation west ring road of turning right of turning left is successively set on the west side in track, north orientation south, mouth place, said North Road, and said east orientation north ring road and the west ring road of northwards turning left of turning right is successively set on the east side in track, south orientation north, mouth place, said North Road.
The accessible interchange overpass in above-mentioned T-shaped road junction is characterized in that: said east orientation north ring road, north orientation west ring road, west ring road, south orientation east ring road, north orientation east ring road, south orientation west ring road, west the turn left turning radius of ring road of ring road and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of turning right all is not less than 10m.
The accessible interchange overpass in above-mentioned T-shaped road junction is characterized in that: said east orientation north ring road, north orientation west ring road, west ring road, south orientation east ring road, north orientation east ring road, south orientation west ring road, west the turn left gradient of ring road of ring road and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of turning right is 0.01～0.05.
The utility model compared with prior art has the following advantages:
1, the utility model comprises arterial highway, thing ground; Underground arterial highway, north and south; The east orientation north concordant ring road, north orientation west ring road, west ring road, south orientation east ring road, south orientation north ring road and the north orientation south ring road later later of turning right of turning right southwards of turning right of turning right with arterial highway, thing ground; Be arranged on the ground the north orientation east of overhead one deck ring road and the south orientation west ring road of turning left of turning left; Be arranged on the ground overhead two layers west ring road and the east orientation south ring road of turning left of turning left northwards, and be set in place in the East and West direction on the arterial highway, thing ground of bridge pier west side certain distance and turn one's head ring road one and be positioned at East and West direction on the arterial highway, thing ground of bridge pier east side certain distance and turn one's head ring road two; Effectively utilized the aboveground space and the underground space, improved space availability ratio, floor space is little, is fit to the city and uses.
2, the utility model can either be newly-built in the crossroad, city, also can reconstruct, and newly-built difficulty of construction with reconstruction is low, and construction cost is low, can in the city, build most of crossroads.
3, the utility model Middle East ring road, north orientation west ring road, west ring road, south orientation east ring road, north orientation east ring road, south orientation west ring road, west the turn left turning radius and gradient of ring road of ring road and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of northwards turning right is reasonable in design; Building height is low; Difficulty of construction is low; Ring road length is low, and anti-seismic performance is good, and the superincumbent traffic efficiency of vehicle is high, energy consumption is low, security performance good.
When 4, the utility model used, left turning vehicle need not to detour, and it is the same with right-hand rotation natural, smooth and easy, quick to make the vehicle that turns left realize down in the rule of keeping to the right.
5, be provided with in the utility model south orientation north later ring road, north orientation south later ring road, East and West direction turn one's head ring road one and East and West direction and turn one's head ring road two, realized turning around of crossroad.
6, the East and West direction in the utility model is turned one's head ring road one and East and West direction and is turned one's head ring road two and be arranged on a certain distance from the place of the bridge pier at place, crossroad, can in time shunt like this, reduces the driving pressure of crossroad.
7, each the bar road in the utility model does not have the intertwined point, realizes that the full intercommunication in crossroad do not have traffic lights and pass through, and the vehicle that all directions are gone does not disturb mutually; No any obstacle that goes need not to wait for, need not to detour; It is smooth and easy, quick to drive a vehicle, well the transport solution problem of blocking up.
In sum, the utility model is simple in structure, and space availability ratio is high, and difficulty of construction is low, and construction cost is low, and anti-seismic performance is good, and the superincumbent traffic efficiency of vehicle is high, energy consumption is low, security performance good, well the transport solution problem of blocking up.
Through accompanying drawing and embodiment, the technical scheme of the utility model is done further detailed description below.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Description of reference numerals:
Arterial highway, 1-thing ground; The 1-1-west is the track eastwards; Track, 1-2-east orientation west;
Underground arterial highway, 2-north and south; Track, 2-1-south orientation north; Track, 2-2-north orientation south;
3-East Road mouth; 4-West Road mouth; 5-South Road mouth;
6-North Road mouth; The 7-bridge pier; The 8-east orientation north ring road of turning right;
The 9-north orientation west ring road of turning right; The 10-west ring road of turning right southwards; The 11-south orientation east ring road of turning right;
12-south orientation north is ring road later; 13-north orientation south is ring road later; The 14-north orientation east ring road of turning left;
The 15-south orientation west ring road of turning left; The 16-west ring road of northwards turning left; The 17-east orientation south ring road of turning left;
The 18-East and West direction is turned one's head ring road one; The 19-East and West direction is turned one's head ring road two.
The specific embodiment
As shown in Figure 1; The utility model comprises the arterial highway, thing ground 1 and underground arterial highway 2, north and south of right-angled intersection; Have East Road mouth 3, West Road mouth 4, South Road mouth 5 and 6 four crossings of North Road mouth; It is characterized in that: underground arterial highway 2, said north and south is provided with a plurality of bridge piers 7 that extend upward and pass arterial highway, said thing ground 1; Be connected with the east orientation north ring road 8 of turning right between said East Road mouth 3 and the said North Road mouth 6; Be connected with the north orientation west ring road 9 of turning right between said North Road mouth 6 and the said West Road mouth 4; Be connected with the west ring road 10 of turning right southwards between said West Road mouth 4 and the said South Road mouth 5, be connected with the south orientation east ring road 11 of turning right between said South Road mouth 5 and the said East Road mouth 3, the said north orientation west south orientation north ring road of turning right and be connected with similar " U " font between the ring road 8 in ring road 9 and east orientation north 12 later of turning right; The said south orientation east north orientation south ring road of turning right southwards and be connected with similar " U " font between the ring road 10 in ring road 11 and west 13 later of turning right, said east orientation north turn right ring road 8, north orientation west turn right ring road 9, west turn right southwards ring road 10, south orientation east turn right ring road 11, south orientation north later ring road 12 and north orientation south later ring road 13 all with arterial highway, thing ground 1 flush; Be connected with the north orientation east ring road 14 of turning left between said North Road mouth 6 and the said East Road mouth 3; Be connected with the south orientation west ring road 15 of turning left between said South Road mouth 5 and the said West Road mouth 4, said north orientation east ring road 14 and the south orientation west ring road 15 of turning left of turning left all is erected at the top of arterial highway, thing ground 1 through bridge pier 7; Be connected with the west ring road 16 of turning left between said West Road mouth 4 and the said North Road mouth 6 northwards; Be connected with the east orientation south ring road 17 of turning left between said East Road mouth 3 and the said South Road mouth 5, said west ring road 16 and the east orientation south ring road 17 of turning left of northwards turning left all is erected at the turn left top of ring road 15 of ring road 14 and south orientation west of turning left, north orientation east through bridge pier 7.
As shown in Figure 1, in the present embodiment, the arterial highway, thing ground 1 that is positioned at said bridge pier 7 west side certain distances is provided with East and West direction and turns one's head ring road 1, and the arterial highway, thing ground 1 that is positioned at said bridge pier 7 east side certain distances is provided with East and West direction and turns one's head ring road 2 19.The quantity of said bridge pier 7 is four.Be provided with two-way lane on arterial highway, said thing ground 1 and the underground arterial highway 2, north and south; Southern side on the arterial highway, said thing ground 1 is west track 1-1 eastwards; North side on the arterial highway, said thing ground 1 is east orientation west track 1-2; East side on the underground arterial highway 2, said north and south is south orientation north track 2-1, and the west side on the underground arterial highway 2, said north and south is north orientation south track 2-2.
As shown in Figure 1; In the present embodiment; Said east orientation south ring road 17 and the east orientation north ring road 8 of turning right of turning left is successively set on the north side of the east orientations west track 1-2 of said East Road mouth 3 place, and said south orientation east ring road 11 and the north orientation east ring road 14 of turning left of turning right is successively set on the southern side of track 1-1 eastwards, west, mouth 3 place, said East Road; Said south orientation west ring road 15 and the south orientation east ring road 11 of turning right of turning left sets gradually the east side that said South Road mouth 5 is in south orientation north track 2-1, and said west ring road 10 and the east orientation south ring road 17 of turning left of turning right southwards is successively set on the west side of the north orientations south track 2-2 of said South Road mouth 5 place; Said west ring road 16 and the west ring road 10 of turning right southwards of northwards turning left is successively set on the southern side of track 1-1 eastwards, west, mouth 4 place, said West Road, and said north orientation west ring road 9 and the south orientation west ring road 15 of turning left of turning right is successively set on the north side of the east orientations west track 1-2 of said West Road mouth 4 place; Said north orientation east ring road 14 and the north orientation west ring road 9 of turning right of turning left is successively set on the west side of the north orientations south track 2-2 of said North Road mouth 6 place, and said east orientation north ring road 8 and the west ring road 16 of northwards turning left of turning right is successively set on the east side of the south orientations north track 2-1 of said North Road mouth 6 place.
As shown in Figure 1; In the present embodiment, said east orientation north ring road 8, north orientation west ring road 9, west ring road 10, south orientation east ring road 11, north orientation east ring road 14, south orientation west ring road 15, west the turn left turning radius of ring road 17 of ring road 16 and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of turning right all is not less than 10m.Said east orientation north ring road 8, north orientation west ring road 9, west ring road 10, south orientation east ring road 11, north orientation east ring road 14, south orientation west ring road 15, west the turn left gradient of ring road 17 of ring road 16 and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of turning right is 0.01～0.05.Preferably, said east orientation north ring road 8, north orientation west ring road 9, west ring road 10, south orientation east ring road 11, north orientation east ring road 14, south orientation west ring road 15, west the turn left gradient of ring road 17 of ring road 16 and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of turning right is 0.03; Such preferred design can be when reducing building height and difficulty of construction, shortening ring road length as best one can, strengthening the ring road shock resistance, the traffic efficiency and the safety that have improved vehicle.
The course of work of the utility model is:
The vehicle of 1, keeping straight on from west to east can go eastwards on the 1-1 of track eastwards in the west; The vehicle of keeping straight on from east to west can westwards go on the track 1-2 of east orientation west; The vehicle of keeping straight on from south to north can northwards go on the track 2-1 of south orientation north, and the vehicle of being kept straight on by north orientation south can go on the track 2-2 of north orientation south southwards.
2, the vehicle that is gone by east orientation north can directly be turned right through the east orientation north ring road 8 of turning right, and gets into south orientation north track 2-1 and northwards goes; Can directly turn right through the north orientation west ring road 9 of turning right by the head west vehicle sailed of north orientation, get into east orientation west track 1-2 and westwards go; The vehicle that is gone southwards by the west can directly be turned right through the west ring road 10 of turning right southwards, gets into north orientation south track 2-2 and goes southwards; Can directly turn right through the south orientation east ring road 11 of turning right by the eastbound vehicle of sailing of south orientation, get into the west eastwards track 1-1 go eastwards; The vehicle that on the track 2-2 of north orientation south, goes southwards can turn around to sail into south orientation north track 2-1 through the northern ring road 12 later of south orientation and northwards go; The vehicle that on the track 2-1 of south orientation north, northwards goes can turn around to sail into north orientation south track 2-2 through the southern ring road 13 later of north orientation and go southwards.
3, can turn left and get into the west and go eastwards on the 1-1 of track eastwards through the north orientation east ring road 14 of turning left by the eastbound vehicle of sailing of north orientation; Can turn left to get on the track 1-2 of east orientation west and westwards go through the south orientation west ring road 15 of turning left by the head west vehicle sailed of south orientation.
4, the vehicle that is northwards gone by the west can be turned left to get on the track 2-1 of south orientation north and northwards goes through the west ring road 16 of northwards turning left; The vehicle that is gone by east orientation south can be turned left to get on the track 2-2 of north orientation south and goes southwards through the east orientation south ring road 17 of turning left.
5, the vehicle that goes eastwards on the 1-1 of track eastwards in the west can be turned one's head ring road 1 or East and West direction through East and West direction and turned one's head ring road 2 19 and turn around to sail on the track 1-2 of east orientation west and westwards go; The vehicle that on the track 1-2 of east orientation west, westwards goes can be turned one's head ring road 1 or East and West direction through East and West direction and turned one's head ring road 2 19 and turn around to sail into the west and go eastwards on the 1-1 of track eastwards.
In the up train process, the vehicle that all directions are gone does not disturb mutually, need not to be provided with traffic lights, and no any obstacle that goes need not to wait for that need not to detour, it is smooth and easy, quick to drive a vehicle.
The above; It only is the preferred embodiment of the utility model; Be not that the utility model is done any restriction; Everyly any simple modification that above embodiment did, change and equivalent structure are changed, all still belong in the protection domain of the utility model technical scheme according to the utility model technical spirit.
Claims (7)
1. full straight overpass bridge; The underground arterial highway in arterial highway, thing ground (1) and north and south (2) that comprises right-angled intersection; Have East Road mouth (3), West Road mouth (4), South Road mouth (5) and (6) four crossings of North Road mouth; It is characterized in that: underground arterial highway, said north and south (2) is provided with a plurality of bridge piers (7) that extend upward and pass arterial highway, said thing ground (1); Be connected with the east orientation north ring road (8) of turning right between said East Road mouth (3) and the said North Road mouth (6); Be connected with the north orientation west ring road (9) of turning right between said North Road mouth (6) and the said West Road mouth (4); Be connected with the west ring road (10) of turning right southwards between said West Road mouth (4) and the said South Road mouth (5); Be connected with the south orientation east ring road (11) of turning right between said South Road mouth (5) and the said East Road mouth (3); The said north orientation west south orientation north ring road of turning right and be connected with similar " U " font between the ring road (8) in ring road (9) and east orientation north (12) later of turning right, the said south orientation east north orientation south ring road of turning right southwards and be connected with similar " U " font between the ring road (10) in ring road (11) and west (13) later of turning right, said east orientation north turn right ring road (8), north orientation west turn right ring road (9), west turn right southwards ring road (10), south orientation east turn right ring road (11), south orientation north later ring road (12) and north orientation southern turn one's head ring road (13) all with arterial highway, thing ground (1) flush; Be connected with the north orientation east ring road (14) of turning left between said North Road mouth (6) and the said East Road mouth (3); Be connected with the south orientation west ring road (15) of turning left between said South Road mouth (5) and the said West Road mouth (4), said north orientation east ring road (14) and the south orientation west ring road (15) of turning left of turning left all is erected at the top of arterial highway, thing ground (1) through bridge pier (7); Be connected with the west ring road (16) of turning left between said West Road mouth (4) and the said North Road mouth (6) northwards; Be connected with the east orientation south ring road (17) of turning left between said East Road mouth (3) and the said South Road mouth (5), said west ring road (16) and the east orientation south ring road (17) of turning left of northwards turning left all is erected at the turn left top of ring road (15) of ring road (14) and south orientation west of turning left, north orientation east through bridge pier (7).
2. according to the described a kind of full straight overpass bridge of claim 1; It is characterized in that: the arterial highway, thing ground (1) that is positioned at said bridge pier (7) west side certain distance is provided with East and West direction and turns one's head ring road one (18), and the arterial highway, thing ground (1) that is positioned at said bridge pier (7) east side certain distance is provided with East and West direction and turns one's head ring road two (19).
3. according to the described a kind of full straight overpass bridge of claim 1, it is characterized in that: the quantity of said bridge pier (7) is four.
4. according to claim 1,2 or 3 described a kind of full straight overpass bridges; It is characterized in that: be provided with two-way lane on the underground arterial highway in arterial highway, said thing ground (1) and north and south (2); Southern side on the arterial highway, said thing ground (1) is west track (1-1) eastwards; North side on the arterial highway, said thing ground (1) is track (1-2), east orientation west, and the east side on the underground arterial highway, said north and south (2) is track (2-1), south orientation north, and the west side on the underground arterial highway, said north and south (2) is track (2-2), north orientation south.
5. according to the described a kind of full straight overpass bridge of claim 4; It is characterized in that: said east orientation south ring road (17) and the east orientation north ring road (8) of turning right of turning left is successively set on the north side that said East Road mouth (3) is located east orientation track, west (1-2), and said south orientation east ring road (11) and the north orientation east ring road (14) of turning left of turning right is successively set on said East Road mouth (3) and locates the southern side of track (1-1) eastwards, west; Said south orientation west ring road (15) and the south orientation east ring road (11) of turning right of turning left sets gradually the east side that said South Road mouth (5) is in south orientation track, north (2-1), and said west ring road (10) and the east orientation south ring road (17) of turning left of turning right southwards is successively set on the west side that said South Road mouth (5) is located the southern track of north orientation (2-2); Said west ring road (16) and the west ring road (10) of turning right southwards of northwards turning left is successively set on said West Road mouth (4) and locates the southern side of track (1-1) eastwards, west, and said north orientation west ring road (9) and the south orientation west ring road (15) of turning left of turning right is successively set on the north side that said West Road mouth (4) is located east orientation track, west (1-2); Said north orientation east ring road (14) and the north orientation west ring road (9) of turning right of turning left is successively set on the west side that said North Road mouth (6) is located north orientation track, south (2-2), and said east orientation north ring road (8) and the west ring road (16) of northwards turning left of turning right is successively set on the east side that said North Road mouth (6) is located the northern track of south orientation (2-1).
6. according to claim 1,2 or 3 described a kind of full straight overpass bridges, it is characterized in that: said east orientation north ring road (8), north orientation west ring road (9), west ring road (10), south orientation east ring road (11), north orientation east ring road (14), south orientation west ring road (15), west the turn left turning radius of ring road (17) of ring road (16) and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of turning right all is not less than 10m.
7. according to the described a kind of full straight overpass bridge of claim 6, it is characterized in that: said east orientation north ring road (8), north orientation west ring road (9), west ring road (10), south orientation east ring road (11), north orientation east ring road (14), south orientation west ring road (15), west the turn left gradient of ring road (17) of ring road (16) and east orientation south of northwards turning left of turning left of turning left of turning right of turning right southwards of turning right of turning right is 0.01～0.05.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204454363U CN202323599U (en) | 2011-11-11 | 2011-11-11 | Full-through flyover |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011204454363U CN202323599U (en) | 2011-11-11 | 2011-11-11 | Full-through flyover |
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| CN202323599U true CN202323599U (en) | 2012-07-11 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727198A (en) * | 2015-03-27 | 2015-06-24 | 杜洪发 | Urban expressway |
| CN107059522A (en) * | 2017-04-01 | 2017-08-18 | 长安大学 | A kind of underground interchange |
| WO2021121163A1 (en) * | 2019-12-18 | 2021-06-24 | 米广 | Heart-shaped interchange |
| CN114182614A (en) * | 2021-10-28 | 2022-03-15 | 李益安 | Chinese character 'shi' shaped two-layer overpass at crossroad |
-
2011
- 2011-11-11 CN CN2011204454363U patent/CN202323599U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727198A (en) * | 2015-03-27 | 2015-06-24 | 杜洪发 | Urban expressway |
| CN107059522A (en) * | 2017-04-01 | 2017-08-18 | 长安大学 | A kind of underground interchange |
| WO2021121163A1 (en) * | 2019-12-18 | 2021-06-24 | 米广 | Heart-shaped interchange |
| CN114182614A (en) * | 2021-10-28 | 2022-03-15 | 李益安 | Chinese character 'shi' shaped two-layer overpass at crossroad |
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