CN204475095U - Multilayer passes unimpeded overpass bridge - Google Patents
Multilayer passes unimpeded overpass bridge Download PDFInfo
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- CN204475095U CN204475095U CN201420838445.2U CN201420838445U CN204475095U CN 204475095 U CN204475095 U CN 204475095U CN 201420838445 U CN201420838445 U CN 201420838445U CN 204475095 U CN204475095 U CN 204475095U
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- craspedodrome
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- overpass bridge
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Abstract
The utility model relates to a kind of means of transportation, specifically one is arranged at intersection and passes unimpeded overpass bridge without the need to the light-directed multilayer of signal, comprise turning layer, craspedodrome layer group and multiple functional area, wherein turning layer multiple craspedodrome passage of comprising middle rotating disk and communicating with rotating disk, the two ends of each craspedodrome passage are equipped with the overpass bridge that be connected smooth with the highway outside pontic and come in and go out section, craspedodrome layer group is arranged at the top of turning layer, craspedodrome layer group is provided with multilayer craspedodrome layer along short transverse, and every layer of craspedodrome layer is parallel with a craspedodrome passage in described turning layer respectively, and coming in and going out with the overpass bridge at these craspedodrome passage two ends respectively in the two ends of this craspedodrome layer, section is smooth to be connected, pedestrian and non motorized vehicle is passed through by the below of described turning layer, also parking lot is provided with below described turning layer, the functional area of the purposes such as retail shop.The utility model effectively ensures that motor vehicle, bicycle and pedestrian are passed unimpeded, and is provided with multiple functional area, and space can be utilized large.
Description
Technical field
The utility model relates to a kind of means of transportation, and specifically one is arranged at intersection and passes unimpeded overpass bridge without the need to the light-directed multilayer of signal.
Background technology
At present along with the progressively raising of Chinese people's living standard, taking a bus instead of walking is the major way that people go on a journey, and the thing followed is that the intersection of particularly old town, big or middle city is all faced with a serious traffic congestion difficult problem.So solving this difficult problem has become one of all the time important work of each municipal government of China.According to analysis, the one of the main reasons of intersection traffic congestion is the traffic of being commanded intersection by signal lamp, thus when causing motor vehicle, bicycle and pedestrian by crossing, road speed is slow, and current rate declines, and road accident rate is high.In addition, traditional overpass bridge pontic is huge, build overpass bridge time usually exist take up an area outward, the difficult problems such as reparation of removing, and traditional overpass bridge except pass through except, space can be utilized very little.
Utility model content
The purpose of this utility model is to provide a kind of multilayer to pass unimpeded overpass bridge, and without the need to signal lamp, commander effectively can ensure that motor vehicle, bicycle and pedestrian are passed unimpeded, and is provided with multiple functional area, and space can be utilized large.
The purpose of this utility model is achieved through the following technical solutions:
A kind of multilayer passes unimpeded overpass bridge, it is characterized in that: comprise turning layer, craspedodrome layer group and multiple functional area, wherein turning layer multiple craspedodrome passage of comprising middle rotating disk and communicating with described rotating disk, the two ends of each craspedodrome passage are equipped with the overpass bridge that be connected smooth with the highway outside pontic and come in and go out section, craspedodrome layer group is arranged at the top of turning layer, described craspedodrome layer group comprises multilayer parallel craspedodrome layer arranged in a crossed manner, every layer of craspedodrome layer is parallel with a craspedodrome passage in described turning layer respectively, and coming in and going out with the overpass bridge at these craspedodrome passage two ends respectively in the two ends of this craspedodrome layer, section is smooth to be connected.The functional area for realizing the purposes such as parking lot, retail shop, pedestrian and non motorized vehicle underpass is provided with below described turning layer.
All craspedodrome passages of described turning layer are all parallel to the ground and distance ground level is identical, and each craspedodrome passage is all arranged on ground by multiple post beam support, is a functional area between every two post beams.
Described post beam, the crossbeam comprising orthogonal two cant beams between two root posts, two root posts and be connected with two root post ends.
Each craspedodrome passage both sides are respectively equipped with the lane that vectoring aircraft motor-car is advanced, wherein the lane of side utilizes arrow vectoring aircraft motor-car to sail into, the lane of opposite side utilizes arrow vectoring aircraft motor-car to roll away from, and described rotating disk is provided with the lane that multi-turn utilizes arrow vectoring aircraft motor-car to advance.
Every layer of craspedodrome layer of described craspedodrome layer group comprises the horizontal segment at middle part and is positioned at the slope section of described horizontal segment both sides, every layer of craspedodrome layer is parallel with the craspedodrome passage of in turning layer respectively, and the slope section at these craspedodrome layer two ends and the overpass bridge at these craspedodrome passage two ends are come in and gone out, and section is smooth to be connected.
Described craspedodrome layer sets out two-way even number bar runway by being with the lane of arrow.
Described overpass bridge discrepancy section is equipped with the lane that vectoring aircraft motor-car is advanced.
Described turning layer is arranged in " ten " shape, comprises a middle rotating disk, communicates and orthogonal first craspedodrome passage and the second craspedodrome passage with described rotating disk; Described craspedodrome layer group comprises orthogonal first craspedodrome layer and the second craspedodrome layer, and wherein the first craspedodrome layer is parallel with the first craspedodrome passage of turning layer, and the second craspedodrome layer to be arranged at above described first craspedodrome layer and parallel with the second craspedodrome passage of turning layer.
Advantage of the present utility model and good effect are:
1, the utility model is provided with turning layer and craspedodrome layer group, the motor vehicle of turning is needed to sail in turning layer, the motor vehicle of keeping straight on then is kept straight on along the arbitrary craspedodrome layer in craspedodrome layer group, pedestrian is passed through by the below of described turning layer, motor vehicle, bicycle and pedestrian are mutually unaffected, without the need to arranging traffic lights, improve the safety factor of intersection driving.
2, the utility model floor space is little, and is provided with multiple functional area below turning layer, can be provided with parking lot, retail shop, pedestrian and non motorized vehicle underpass etc. in described functional area.
3, overpass bridge of the present utility model all adopts bridge steel, and all components can be prefabricated in the factory, and in-situ processing ground, piling, lays, and greatly shortens construction period.
Accompanying drawing explanation
Fig. 1 is top view of the present utility model,
Fig. 2 is the A-A view in Fig. 1,
Fig. 3 is the B-B view in Fig. 1,
Fig. 4 is turning layer top view of the present utility model in Fig. 1,
Fig. 5 is turning layer sectional view of the present utility model in Fig. 4,
Fig. 6 is the structural representation of Fig. 5 center pillar beam,
Fig. 7 is the lateral view of Fig. 6 center pillar beam,
Fig. 8 is the structural representation of craspedodrome layer group of the present utility model in Fig. 1.
Wherein, 1 is turning layer, and 2 is the second craspedodrome layer, and 3 is the first craspedodrome layer, and 4 is rotating disk, and 5 is the second craspedodrome passage, and 6 is lane, and 7 is post beam, and 8 is functional area, and 9 is overpass bridge discrepancy section, and 10 is the first craspedodrome passage.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Fig. 1 ~ 8, the utility model comprises turning layer 1, craspedodrome layer group and multiple functional area 8, wherein turning layer 1 is arranged on ground by multiple post beam 7 supporting, multiple craspedodrome passages that described turning layer 1 comprises rotating disk 4 and communicates with described rotating disk 4, all craspedodrome passages are all parallel to the ground and distance ground level is identical, overpass bridge discrepancy section 9 is all tilted to be provided with at the two ends of each craspedodrome passage, described overpass bridge discrepancy section 9 is connected with the highway outside pontic is smooth, as shown in Figures 4 and 5, the turning layer 1 of the present embodiment is arranged in " ten " shape, comprise a middle rotating disk 4, communicate with described rotating disk 4 and orthogonal first craspedodrome path 10 and the second craspedodrome passage 5.
Described craspedodrome layer group is arranged at the top of turning layer 1, described craspedodrome layer group comprises multilayer parallel craspedodrome layer arranged in a crossed manner, the cross section of every layer of craspedodrome layer is trapezoidal shape, comprise the horizontal segment at middle part and be positioned at the slope section of described horizontal segment both sides, look along the direction perpendicular to ground, every layer of craspedodrome layer is parallel with the craspedodrome passage of in turning layer 1 respectively, and the slope section at these craspedodrome layer two ends and the overpass bridge at these craspedodrome passage two ends are come in and gone out, and section 9 is smooth to be connected.As illustrated in figures 1 and 8, the present embodiment comprises the first craspedodrome layer 3 and the second craspedodrome layer 2 arranged in " ten " shape, wherein the first craspedodrome layer 3 is parallel with the first craspedodrome path 10 of turning layer 1, and coming in and going out with the overpass bridge at described first craspedodrome path 10 two ends respectively in the two ends of described first craspedodrome layer 3, section 9 is smooth to be connected, look along the direction perpendicular to ground, described first craspedodrome layer 3 is positioned in the middle part of described first craspedodrome path 10, second craspedodrome layer 2 to be arranged at above described first craspedodrome layer 3 and parallel with the second craspedodrome passage 5 of turning layer 1, coming in and going out with the overpass bridge at described second craspedodrome passage 5 two ends respectively in the two ends of described second craspedodrome layer 2, section 9 is smooth to be connected, look along the direction perpendicular to ground, described second craspedodrome layer 2 is positioned in the middle part of described second craspedodrome passage 5.
Motor vehicle is sailed into by overpass bridge discrepancy section 9 or is rolled away from pontic, the lane 6 that vectoring aircraft motor-car is advanced is equipped with on section 9 come in and gone out by each overpass bridge, the motor vehicle of turning wherein is needed to sail in turning layer 1 through overpass bridge discrepancy section 9 by lane 6 guiding, on each craspedodrome passage of turning layer 1, the lane 6 that vectoring aircraft motor-car is advanced is respectively equipped with in passage both sides, wherein the lane 6 of side utilizes arrow vectoring aircraft motor-car to sail into, the lane 6 of opposite side utilizes arrow vectoring aircraft motor-car to roll away from, described rotating disk 4 is provided with the lane 6 that multi-turn vectoring aircraft motor-car is advanced, advance along described lane 6 after motor vehicle enters rotating disk 4, and the lane 6 rolled away from along described vectoring aircraft motor-car after proceeding to corresponding craspedodrome passage moves ahead and rolls away from, need the motor vehicle of keeping straight on then through overpass bridge discrepancy section 9 or directly along the corresponding craspedodrome layer traveling of craspedodrome layer group, every layer of craspedodrome layer is all by being with the lane 6 of arrow to be arranged to two-way even number bar runway, the quantity of runway is determined according to the field integrated situation such as condition of road surface and autos only.
Pedestrian is passed through by the below of described turning layer 1, each craspedodrome passage of turning layer 1 is all supported by multiple post beam 7, and be a functional area 8 between every two post beams 7, in described functional area 8, parking lot, retail shop, pedestrian and non motorized vehicle underpass etc. can be set, add road occupation function and utilize space.As shown in figs. 6-7, each post beam 7 for supporting turning layer 1 crossbeam of comprising orthogonal two cant beams between two root posts, two root posts and being connected with two root post ends.
Operating principle of the present utility model is:
Motor vehicle is sailed into by overpass bridge discrepancy section 9 or is rolled away from, the motor vehicle of turning wherein is needed to sail in turning layer 1 after section 9 come in and gone out by overpass bridge, and the lane 6 rolled away from along described vectoring aircraft motor-car after proceeding to corresponding passage moves ahead and rolls away from, the motor vehicle of keeping straight on is needed then to keep straight on along corresponding craspedodrome layer, pedestrian and non motorized vehicle is passed through by the below of described turning layer 1, so motor vehicle, bicycle and pedestrian are unaffected each other, without the need to arranging traffic lights, improve the safety factor of intersection driving.Below described turning layer 1, be provided with multiple functional area 8, described functional area 8 can be provided with parking lot, retail shop, pedestrian and non motorized vehicle underpass etc.The utility model can be used for the intersection of T-shaped, cross, rice word or other complexity, also can be used for the bustling location that the vehicle flowrates such as station, harbour, airport, station ground are larger.
Claims (5)
1. a multilayer passes unimpeded overpass bridge, it is characterized in that: comprise turning layer (1), craspedodrome layer group and multiple functional area (8), multiple craspedodrome passages that layer (1) of wherein turning comprises middle rotating disk (4) and communicates with described rotating disk (4), the two ends of each craspedodrome passage are equipped with the overpass bridge that be connected smooth with the highway outside pontic and come in and go out section (9), craspedodrome layer group is arranged at the top of turning layer (1), described craspedodrome layer group comprises multilayer parallel craspedodrome layer arranged in a crossed manner, every layer of craspedodrome layer is parallel with a craspedodrome passage in described turning layer (1) respectively, and coming in and going out with the overpass bridge at these craspedodrome passage two ends respectively in the two ends of this craspedodrome layer, section (9) is smooth to be connected, pedestrian is passed through by the below of described turning layer (1), be provided with for realizing parking lot in described turning layer (1) below, retail shop, the functional area (8) of pedestrian and non motorized vehicle underpass purposes.
2. multilayer according to claim 1 passes unimpeded overpass bridge, it is characterized in that: all craspedodrome passages of described turning layer (1) are all parallel to the ground and distance ground level is identical, each craspedodrome passage is all arranged on ground by multiple post beam (7) supporting, is a functional area (8) between every two post beams (7).
3. multilayer according to claim 2 passes unimpeded overpass bridge, it is characterized in that: the crossbeam that described post beam (7) comprises orthogonal two cant beams between two columns, two columns and is connected with two root post ends.
4. multilayer according to claim 1 passes unimpeded overpass bridge, it is characterized in that: every layer of craspedodrome layer of described craspedodrome layer group comprises the horizontal segment at middle part and be positioned at the slope section of described horizontal segment both sides, every layer of craspedodrome layer is parallel with a craspedodrome passage in turning layer (1) respectively, and the slope section at these craspedodrome layer two ends and the overpass bridge at these craspedodrome passage two ends are come in and gone out, section (9) is smooth to be connected.
5. multilayer according to claim 1 passes unimpeded overpass bridge, it is characterized in that: described turning layer (1) is arranged in " ten " shape, comprise a middle rotating disk (4), communicate and orthogonal first craspedodrome passage (10) and the second craspedodrome passage (5) with described rotating disk (4); Described craspedodrome layer group comprises orthogonal first craspedodrome layer (3) and the second craspedodrome layer (2), wherein the first craspedodrome layer (3) is parallel with the first craspedodrome passage (10) of turning layer (1), the second craspedodrome layer (2) be arranged at described first craspedodrome layer (3) top and parallel with the second craspedodrome passage (5) of turning layer (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420838445.2U CN204475095U (en) | 2014-12-24 | 2014-12-24 | Multilayer passes unimpeded overpass bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420838445.2U CN204475095U (en) | 2014-12-24 | 2014-12-24 | Multilayer passes unimpeded overpass bridge |
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| Publication Number | Publication Date |
|---|---|
| CN204475095U true CN204475095U (en) | 2015-07-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420838445.2U Expired - Fee Related CN204475095U (en) | 2014-12-24 | 2014-12-24 | Multilayer passes unimpeded overpass bridge |
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| CN (1) | CN204475095U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105648864A (en) * | 2016-03-21 | 2016-06-08 | 吕雅南 | Cross ring-type full-function interchange |
| CN105780617A (en) * | 2014-12-24 | 2016-07-20 | 才忠民 | Multilayer unimpeded flyover |
| CN106192642A (en) * | 2016-07-12 | 2016-12-07 | 吕雅南 | A kind of multi-functional cross overpass |
| CN107119516A (en) * | 2016-02-24 | 2017-09-01 | 吴钦凡 | A kind of full crossings on different level scheme of urban road |
| CN107217560A (en) * | 2016-03-21 | 2017-09-29 | 吴钦凡 | A kind of road interchange form |
-
2014
- 2014-12-24 CN CN201420838445.2U patent/CN204475095U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780617A (en) * | 2014-12-24 | 2016-07-20 | 才忠民 | Multilayer unimpeded flyover |
| CN107119516A (en) * | 2016-02-24 | 2017-09-01 | 吴钦凡 | A kind of full crossings on different level scheme of urban road |
| CN105648864A (en) * | 2016-03-21 | 2016-06-08 | 吕雅南 | Cross ring-type full-function interchange |
| CN107217560A (en) * | 2016-03-21 | 2017-09-29 | 吴钦凡 | A kind of road interchange form |
| CN106192642A (en) * | 2016-07-12 | 2016-12-07 | 吕雅南 | A kind of multi-functional cross overpass |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 Termination date: 20211224 |