CN203923826U - Grade separation structure is intersected on a kind of six tunnels - Google Patents
Grade separation structure is intersected on a kind of six tunnels Download PDFInfo
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- CN203923826U CN203923826U CN201420131750.8U CN201420131750U CN203923826U CN 203923826 U CN203923826 U CN 203923826U CN 201420131750 U CN201420131750 U CN 201420131750U CN 203923826 U CN203923826 U CN 203923826U
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Abstract
The utility model discloses a kind of six tunnels and intersect grade separation structure, there is the South-East Exit (B) that lays respectively at southeastern direction position, be positioned at the south orientation mouth (A) of direction in the south position, be positioned at the South-West Exit (F) of southwestward position, be positioned at northwest to the North-West Exit (E) of position, be positioned at the north orientation mouth (D) of direction position, north, be positioned at the North-East Exit (C) of northeastward position, described six tunnels are intersected grade separation structure and are comprised that south-northwest is to craspedodrome road (AE), south-northeastward craspedodrome road (AC), north-southwestward craspedodrome road (DF) and north-southeastern direction craspedodrome road (DB).The traffic that the utility model can solve the full flow direction turns to; The grade separation number of plies is two-layer, and building height is low, construction costs is little; By collector is set, eliminate frequently interweaving between main line and ring road vehicle.
Description
Technical field
The utility model relates to highways and urban roads field of engineering technology, relates in particular to a kind of six tunnels and intersects grade separation structure.
Background technology
Common Wei San road, intersection T-junction He Si road right-angled intersection in urban road, traffic organization design when graded crossing is set is relatively easy, and vehicle flows to pleasantly, smoothness; And in city and suburb, the phenomenon that also likely can exist six tunnels to intersect.Six tunnels intersect in multiple directions and have back and forth 30 flow directions, if conventional full interchange is set, its number of plies compare San road, four-legs intersection are more, and building height is higher, and construction costs is large.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of six tunnels and intersects grade separation structure, overcome six tunnels in the past and intersected the clover leaf situation of full intercommunication that generally seldom realizes, if avoided, realize interchange, often cause the shortcoming that graded crossing building height is high, construction investment is large, outside guaranteeing that the four two-way straight-going traffics in tunnel flow to, the two-way craspedodrome of all the other two-way and allly turn to traffic current at the annular left rotaring ring road arranging and outside right-hand rotation ring road thereof, greatly reduce clover leaf building height, save construction costs.
In order to achieve the above object, the purpose of this utility model is achieved through the following technical solutions:
A grade separation structure is intersected on six tunnels, wherein: set up virtual coordinate system, in this virtual coordinate system, have all directions four direction; Described six tunnels are intersected grade separation structure and are positioned at described virtual coordinate system, described six tunnels intersect grade separation structure have lay respectively at southeastern direction position South-East Exit (B), be positioned at direction in the south position south orientation mouth (A), be positioned at southwestward position South-West Exit (F), be positioned at northwest to the North-West Exit (E) of position, be positioned at direction position, north north orientation mouth (D), be positioned at the North-East Exit (C) of northeastward position; Described six tunnels are intersected grade separation structure and are comprised four craspedodrome major trunk roads, are respectively south-northwest to craspedodrome road (AE), south-northeastward craspedodrome road (AC), north-southwestward craspedodrome road (DF) and north-southeastern direction craspedodrome road (DB); Wherein said south-northwest forms double-Y shaped craspedodrome road structure to craspedodrome road (AE) and described south-northeastward craspedodrome road (AC), and described north-southwestward craspedodrome road (DF) and described north-southeastern direction craspedodrome road (DB) form double-Y shaped craspedodrome road structure;
Between described south-northeastward craspedodrome road (AC) and described north-southeastern direction craspedodrome road (DB), be laid with the first loop ramp (DC), the second loop ramp (AD) and the 3rd loop ramp (BA), described the first loop ramp (DC) is positioned at the right side in described north-southeastern direction craspedodrome road (DB), and described the 3rd loop ramp (BA) is positioned at the left side in described south-northeastward craspedodrome road (AC);
In described south-northwest to being laid with the 4th loop ramp (AF), the 5th loop ramp (DA) and the 6th loop ramp (ED) between craspedodrome road (AE) and described north-southwestward craspedodrome road (DF), described the 4th loop ramp (AF) is positioned at described south-northwest to the right side of craspedodrome road (AE), and described the 6th loop ramp (ED) is positioned at the left side in described north-southwestward craspedodrome road (DF);
In the outside of described the first loop ramp (DC), be laid with the first right-hand rotation ring road (AB), in the outside of described the second loop ramp (AD), be laid with the second right-hand rotation ring road (BC), in the outside of described the 3rd loop ramp (BA), be laid with the 3rd right-hand rotation ring road (CD), in the outside of described the 4th loop ramp (AF), be laid with the 4th right-hand rotation ring road (DE), in the outside of described the 5th loop ramp (DA), be laid with the 5th right-hand rotation ring road (EF), in the outside of described the 6th loop ramp (ED), be laid with the 6th right-hand rotation ring road (FA);
In described south-northeastward craspedodrome road (AC) and described south-northwest to being laid with the 7th right-hand rotation ring road (CE) between craspedodrome road (AE), between described north-southeastern direction craspedodrome road (DB) and described north-southwestward craspedodrome road (DF), be laid with the 8th right-hand rotation ring road (FB), between described the 7th right-hand rotation ring road (CE) and described the 8th right-hand rotation ring road (FB), be laid with the first left rotaring ring road (CB) and the second left rotaring ring road (FE).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, the track in described south-northeastward craspedodrome road (AC) comprises the first collector (111), and described the first collector (111) connects described the first loop ramp (DC) and described the second loop ramp (AD).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, the track in described north-southeastern direction craspedodrome road (DB) comprises the second collector (222), and described the second collector (222) connects described the second loop ramp (AD) and described the 3rd loop ramp (BA).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, the track in described north-southwestward craspedodrome road (DF) comprises the 3rd collector (211), and described the 3rd collector (211) connects described the 4th loop ramp (AF) and described the 5th loop ramp (DA).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, described south-northwest comprises the 4th collector (122) to the track of craspedodrome road (AE), and described the 4th collector (122) connects described the 5th loop ramp (DA) and described the 6th loop ramp (ED).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, the track in described south-northeastward craspedodrome road (AC) also comprises the 5th collector (121), and described the 5th collector (121) connects described the 7th right-hand rotation ring road (CE) and described the 3rd loop ramp (BA).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, the track in described north-southeastern direction craspedodrome road (DB) also comprises the 6th collector (212), and described the 6th collector (212) connects described the first loop ramp (DC) and described the 8th right-hand rotation ring road (FB).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, the track in described north-southwestward craspedodrome road (DF) also comprises the 7th collector (221), and described the 7th collector (221) connects described the 8th right-hand rotation ring road (FB) and described the 6th loop ramp (ED).
Grade separation structure is intersected on above-mentioned six tunnels, wherein, described south-northwest also comprises the 8th collector (112) to the track of craspedodrome road (AE), and described the 8th collector (112) connects described the 4th loop ramp (AF) and described the 7th right-hand rotation ring road (CE).
Grade separation structure is intersected on above-mentioned six tunnels, and wherein, the infall in described south-northeastward craspedodrome road (AC) and described north-southeastern direction craspedodrome road (DB) is first floor and the second layer each other; South-northwest is to the infall in craspedodrome road (AE) and described north-southwestward craspedodrome road (DF) second layer and first floor each other.
Compared with the prior art, the beneficial effects of the utility model are:
The traffic that 1, can solve the full flow direction turns to;
2, the grade separation number of plies is two-layer, and building height is low, construction costs is little;
3,, by collector is set, eliminate frequently interweaving between main line and ring road vehicle.
Accompanying drawing explanation
The accompanying drawing that forms a part of the present utility model is used to provide further understanding of the present utility model, and schematic description and description of the present utility model is used for explaining the utility model, does not form improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the structural representation that grade separation structure most preferred embodiment is intersected on the utility model six tunnels.
The specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Embodiment based in the utility model, those of ordinary skills are not making the every other embodiment obtaining under creative work prerequisite, all belong to the scope of the utility model protection.
It should be noted that, in the situation that not conflicting, embodiment and the feature in embodiment in the utility model can combine mutually.
Model virtual coordinate system, in this virtual coordinate system, have all directions four direction, Ben Liu road is intersected grade separation structure and is positioned at this virtual coordinate system, and hereinafter the relevant noun of mentioned all and direction is not using as the restriction for application scenario of the present utility model.In above-mentioned virtual coordinate system, with reference to Fig. 1, the utility model six tunnels intersect grade separation structure have lay respectively at southeastern direction position South-East Exit B, be positioned at direction in the south position south orientation mouth A, be positioned at southwestward position South-West Exit F, be positioned at northwest to the North-West Exit E of position, be positioned at direction position, north north orientation mouth D, be positioned at the North-East Exit C of northeastward position.Ben Liu road is intersected grade separation structure and is comprised a pair of four craspedodrome major trunk roads, comprises that south-northwest is to craspedodrome road AE, south-northeastward craspedodrome road AC, north-southwestward craspedodrome road DF and north-southeastern direction craspedodrome road DB.Its Central-South-northwest forms double-Y shaped craspedodrome road structure to craspedodrome road AE and south-northeastward craspedodrome road AC, and north-southwestward craspedodrome road DF and north-southeastern direction craspedodrome road DB form double-Y shaped craspedodrome road structure.
Between south-northeastward craspedodrome road AC and north-southeastern direction craspedodrome road DB, be laid with the first loop ramp DC, the second loop ramp AD and the 3rd loop ramp BA, the first loop ramp DC is positioned at the right side of north-southeastern direction craspedodrome road DB, and the 3rd loop ramp BA is positioned at the left side of south-northeastward craspedodrome road AC.
In south-northwest, between craspedodrome road AE and north-southwestward craspedodrome road DF, be laid with the 4th loop ramp AF, the 5th loop ramp DA and the 6th loop ramp ED, the 4th loop ramp AF is positioned at south-northwest to the right side of craspedodrome road AE, and the 6th loop ramp ED is positioned at the left side of north-southwestward craspedodrome road DF.
In the outside of the first loop ramp DC, be laid with the first right-hand rotation ring road AB, in the outside of the second loop ramp AD, be laid with the second right-hand rotation ring road BC, in the outside of the 3rd loop ramp BA, be laid with the 3rd right-hand rotation ring road CD, in the outside of the 4th loop ramp AF, be laid with the 4th right-hand rotation ring road DE, in the outside of the 5th loop ramp DA, be laid with the 5th right-hand rotation ring road EF, in the outside of the 6th loop ramp ED, be laid with the 6th right-hand rotation ring road FA.
In south-northeastward craspedodrome road AC and south-northwest to being laid with the 7th right-hand rotation ring road CE between craspedodrome road AE, between north-southeastern direction craspedodrome road DB and north-southwestward craspedodrome road DF, be laid with the 8th right-hand rotation ring road FB, between the 7th right-hand rotation ring road CE and the 8th right-hand rotation ring road FB, be laid with the first left rotaring ring road CB and the second left rotaring ring road FE.
In preferred embodiment of the present utility model, the track of south-northeastward craspedodrome road AC comprises that the first collector 111, the first collectors 111 connect the first loop ramp DC and the second loop ramp AD; The track of north-southeastern direction craspedodrome road DB comprises that the second collector 222, the second collectors 222 connect the second loop ramp AD and the 3rd loop ramp BA; The track of north-southwestward craspedodrome road DF comprises that the 3rd collector 211, the three collectors 211 connect the 4th loop ramp AF and the 5th loop ramp DA; South-northwest comprises that to the track of craspedodrome road AE the 4th collector 122, the four collectors 122 connect the 5th loop ramp DA and the 6th loop ramp ED; The track of south-northeastward craspedodrome road AC also comprises that the 5th collector 121, the five collectors 121 connect the 7th right-hand rotation ring road CE and the 3rd loop ramp BA; The track of north-southeastern direction craspedodrome road DB also comprises that the 6th collector 212, the six collectors 212 connect the first loop ramp DC and the 8th right-hand rotation ring road FB; The track of north-southwestward craspedodrome road DF also comprises that the 7th collector 221, the seven collectors 221 connect the 8th right-hand rotation ring road FB and the 6th loop ramp ED; South-northwest also comprises that to the track of craspedodrome road AE the 8th collector 112, the eight collectors 112 connect the 4th loop ramp AF and the 7th right-hand rotation ring road CE
Further, the infall of south-northeastward craspedodrome road AC and north-southeastern direction craspedodrome road DB is first floor and the second layer each other, south-northwest is to the infall of craspedodrome road AE and north-southwestward craspedodrome road DF second layer and first floor each other, and two-layer is full intercommunication design.
South-northeastward craspedodrome road AC and south-northwest can adopt physical separation O to craspedodrome road AE and north-southeastern direction craspedodrome road DB and north-southwestward craspedodrome road DF shunting place front end, otherwise place, interflow front end also can adopt physical separation O.
Continuation is referring to shown in Fig. 1, and each road imported vehicle streamline that travels is as shown in the table:
From above-described embodiment, can find out, advantage of the present utility model is: the traffic that can solve the full flow direction turns to; The grade separation number of plies is two-layer, and building height is low, construction costs is little; By collector is set, eliminate frequently interweaving between main line and ring road vehicle.
Above specific embodiment of the utility model be have been described in detail, but the utility model is not restricted to specific embodiment described above, it is just as example.To those skilled in the art, any equivalent modifications and alternative also all among category of the present utility model.Therefore,, not departing from the equalization conversion of having done under spirit and scope of the present utility model and revising, all should be encompassed in scope of the present utility model.
Claims (10)
1. grade separation structure is intersected on Yi Zhong six tunnels, it is characterized in that: set up virtual coordinate system, in this virtual coordinate system, have all directions four direction; Described six tunnels are intersected grade separation structure and are positioned at described virtual coordinate system, described six tunnels intersect grade separation structure have lay respectively at southeastern direction position South-East Exit (B), be positioned at direction in the south position south orientation mouth (A), be positioned at southwestward position South-West Exit (F), be positioned at northwest to the North-West Exit (E) of position, be positioned at direction position, north north orientation mouth (D), be positioned at the North-East Exit (C) of northeastward position; Described six tunnels are intersected grade separation structure and are comprised four craspedodrome major trunk roads, are respectively south-northwest to craspedodrome road (AE), south-northeastward craspedodrome road (AC), north-southwestward craspedodrome road (DF) and north-southeastern direction craspedodrome road (DB); Wherein said south-northwest forms double-Y shaped craspedodrome road structure to craspedodrome road (AE) and described south-northeastward craspedodrome road (AC), and described north-southwestward craspedodrome road (DF) and described north-southeastern direction craspedodrome road (DB) form double-Y shaped craspedodrome road structure;
Between described south-northeastward craspedodrome road (AC) and described north-southeastern direction craspedodrome road (DB), be laid with the first loop ramp (DC), the second loop ramp (AD) and the 3rd loop ramp (BA), described the first loop ramp (DC) is positioned at the right side in described north-southeastern direction craspedodrome road (DB), and described the 3rd loop ramp (BA) is positioned at the left side in described south-northeastward craspedodrome road (AC);
In described south-northwest to being laid with the 4th loop ramp (AF), the 5th loop ramp (DA) and the 6th loop ramp (ED) between craspedodrome road (AE) and described north-southwestward craspedodrome road (DF), described the 4th loop ramp (AF) is positioned at described south-northwest to the right side of craspedodrome road (AE), and described the 6th loop ramp (ED) is positioned at the left side in described north-southwestward craspedodrome road (DF);
In the outside of described the first loop ramp (DC), be laid with the first right-hand rotation ring road (AB), in the outside of described the second loop ramp (AD), be laid with the second right-hand rotation ring road (BC), in the outside of described the 3rd loop ramp (BA), be laid with the 3rd right-hand rotation ring road (CD), in the outside of described the 4th loop ramp (AF), be laid with the 4th right-hand rotation ring road (DE), in the outside of described the 5th loop ramp (DA), be laid with the 5th right-hand rotation ring road (EF), in the outside of described the 6th loop ramp (ED), be laid with the 6th right-hand rotation ring road (FA);
In described south-northeastward craspedodrome road (AC) and described south-northwest to being laid with the 7th right-hand rotation ring road (CE) between craspedodrome road (AE), between described north-southeastern direction craspedodrome road (DB) and described north-southwestward craspedodrome road (DF), be laid with the 8th right-hand rotation ring road (FB), between described the 7th right-hand rotation ring road (CE) and described the 8th right-hand rotation ring road (FB), be laid with the first left rotaring ring road (CB) and the second left rotaring ring road (FE).
2. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, the track in described south-northeastward craspedodrome road (AC) comprises the first collector (111), and described the first collector (111) connects described the first loop ramp (DC) and described the second loop ramp (AD).
3. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, the track in described north-southeastern direction craspedodrome road (DB) comprises the second collector (222), and described the second collector (222) connects described the second loop ramp (AD) and described the 3rd loop ramp (BA).
4. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, the track in described north-southwestward craspedodrome road (DF) comprises the 3rd collector (211), and described the 3rd collector (211) connects described the 4th loop ramp (AF) and described the 5th loop ramp (DA).
5. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, described south-northwest comprises the 4th collector (122) to the track of craspedodrome road (AE), and described the 4th collector (122) connects described the 5th loop ramp (DA) and described the 6th loop ramp (ED).
6. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, the track in described south-northeastward craspedodrome road (AC) also comprises the 5th collector (121), and described the 5th collector (121) connects described the 7th right-hand rotation ring road (CE) and described the 3rd loop ramp (BA).
7. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, the track in described north-southeastern direction craspedodrome road (DB) also comprises the 6th collector (212), and described the 6th collector (212) connects described the first loop ramp (DC) and described the 8th right-hand rotation ring road (FB).
8. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, the track in described north-southwestward craspedodrome road (DF) also comprises the 7th collector (221), and described the 7th collector (221) connects described the 8th right-hand rotation ring road (FB) and described the 6th loop ramp (ED).
9. grade separation structure is intersected on six tunnels according to claim 1, it is characterized in that, described south-northwest also comprises the 8th collector (112) to the track of craspedodrome road (AE), and described the 8th collector (112) connects described the 4th loop ramp (AF) and described the 7th right-hand rotation ring road (CE).
10. according to six tunnels described in any one in claim 1 to 9, intersect grade separation structure, it is characterized in that, the infall in described south-northeastward craspedodrome road (AC) and described north-southeastern direction craspedodrome road (DB) is first floor and the second layer each other; South-northwest is to the infall in craspedodrome road (AE) and described north-southwestward craspedodrome road (DF) second layer and first floor each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420131750.8U CN203923826U (en) | 2014-03-21 | 2014-03-21 | Grade separation structure is intersected on a kind of six tunnels |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420131750.8U CN203923826U (en) | 2014-03-21 | 2014-03-21 | Grade separation structure is intersected on a kind of six tunnels |
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| CN203923826U true CN203923826U (en) | 2014-11-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420131750.8U Withdrawn - After Issue CN203923826U (en) | 2014-03-21 | 2014-03-21 | Grade separation structure is intersected on a kind of six tunnels |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223147A (en) * | 2016-08-02 | 2016-12-14 | 李忠文 | A kind of six limit formula viaducts |
-
2014
- 2014-03-21 CN CN201420131750.8U patent/CN203923826U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223147A (en) * | 2016-08-02 | 2016-12-14 | 李忠文 | A kind of six limit formula viaducts |
| CN106223147B (en) * | 2016-08-02 | 2018-10-23 | 李忠文 | A kind of six side formula viaducts |
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Granted publication date: 20141105 Effective date of abandoning: 20170412 |