CN201080584Y - All-communication single layer runway type crossroad - Google Patents
All-communication single layer runway type crossroad Download PDFInfo
- Publication number
- CN201080584Y CN201080584Y CNU2007200273305U CN200720027330U CN201080584Y CN 201080584 Y CN201080584 Y CN 201080584Y CN U2007200273305 U CNU2007200273305 U CN U2007200273305U CN 200720027330 U CN200720027330 U CN 200720027330U CN 201080584 Y CN201080584 Y CN 201080584Y
- Authority
- CN
- China
- Prior art keywords
- bridge
- closed track
- track formula
- formula master
- bridges
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
Disclosed is a fully-intercommunicating, single-layered, track-typed overpass, which relates to a fully-intercommunicating overpass. One pavement of the original crossroad is used by the utility model as a direct moving lane for longitudinal passing cars, above which a round track-typed main bridge bestrides. Two sides of the track-typed main bridge are connected with two slope bridges corresponding to each other, while both the round track-typed main bridge and the slope bridges are dual lanes. Approach bridges are arranged at two ends of the round track-typed main bridge, with the approach bridges and ground pavements having four lanes; besides, a central isolating belt is arranged. A pedestrian bridge is arranged in the middle of the round track-typed main bridge, with the bridge plate underside of the pedestrian bridge and the bridge plate underside of the round track-typed main bridge on the same plane. Pillars for fixing respective bridges are arranged below the round track-typed main bridge, the approach bridges, the slope bridges and the pedestrian bridge. The utility model has the advantages of few layers, simple structure, low construction cost and beautiful bridge shape. In addition, passers-by and cars have their respective lane, and the phenomenon of cars running against each other can be avoided.
Description
Technical field
The utility model relates to a kind of intercommunicated overpass, specifically a kind of full intercommunication individual layer racetrack overpass bridge.
Background technology
Overpass bridge follows speedway to arise at the historic moment, and overpass bridge not only greatly facilitates traffic, and becomes the beautiful landscape of urban construction.For wagon flow unimpeded, and pass through the intersection safely, China has built a large amount of highway communication overpass bridges, but existing overpass bridge has many weak points, mainly contains that the number of plies is many, access bridge length, complex structure, people's car colleague, bridge construction expense height, a, shortcoming such as traffic accident happen occasionally more to driving a vehicle.
Summary of the invention
The utility model is to overcome above-mentioned technical deficiency, provides a kind of simple structure, the bridge construction expense is low, people's car is taken their own roads, unmatchful driving, overpass bridge that bridge type is attractive in appearance.
The purpose of this utility model is achieved in that this full intercommunication individual layer racetrack overpass bridge is made of closed track formula master bridge, access bridge, Ramp bridge, pedestrian overcrossing, isolation strip.The utility model utilizes in the former cross road road surface as vertical vehicle direct lane of making a return journey, again last across a closed track formula master bridge, closed track formula master bridge both sides are connecting two corresponding mutually Ramp bridges respectively, Ramp bridge promptly is a closed track formula master bridge and the bridge that is connected of ground highway, and closed track formula master's bridge and Ramp bridge are two-way traffic.Closed track formula master bridge two ends are provided with access bridge, and access bridge and ground highway are Four-Lane Road, and establish central partition.Be provided with pedestrian overcrossing in the middle of the closed track formula master bridge, pedestrian overcrossing bridge plate bottom surface and closed track formula master bridge bridge plate bottom surface are at grade.Below closed track formula master bridge, access bridge, Ramp bridge, pedestrian overcrossing, all be provided with the column of fixing its bridge.
Vehicle travels by the right lateral line, and by closed track formula master bridge on Ramp bridge or the access bridge, the driver can be according to required place to go, from the four direction left lateral of bridge, craspedodrome, right lateral or from the bridge reversion all can.Be provided with pedestrian overcrossing in the middle of closed track formula master bridge, surrounding resident all can make things convenient for the resident from pedestrian overcrossing on the ring road, guaranteed personal safety, by bike, motorcyclist all can walk People's Bank of China's overline bridge, in order to avoid near overpass bridge across highway, traffic accident takes place.
Advantage of the present utility model: the number of plies is few, simple structure, and the bridge construction expense is low, and people's car is taken their own roads, unmatchful driving, bridge type is attractive in appearance.
Description of drawings
Accompanying drawing is a vertical view of the present utility model
The specific embodiment
Build the utility model with reference to accompanying drawing: the utility model is made of closed track formula master bridge 1, access bridge 2, Ramp bridge 3, pedestrian overcrossing 4, isolation strip 5.The utility model utilizes in the former cross road road surface as vertical vehicle direct lane of making a return journey, again last across a closed track formula master bridge 1, closed track formula master bridge 1 both sides are connecting two corresponding mutually Ramp bridges 3 respectively, Ramp bridge 3 promptly is a closed track formula master bridge 1 and the bridge that is connected of ground highway, and closed track formula master bridge 1 and Ramp bridge 3 are two-way traffic.Closed track formula master bridge 1 two ends are provided with access bridge 2, and access bridge 2 and ground highway are Four-Lane Road, and all are provided with central partition 5.Be provided with pedestrian overcrossing 4 in the middle of the closed track formula master bridge 1, pedestrian overcrossing 4 bridge plate bottom surfaces and closed track formula master bridge Bridge 1 plate bottom surface are at grade.Below closed track formula master bridge 1, access bridge 2, Ramp bridge 3, pedestrian overcrossing 4, all be provided with the column of fixing its bridge.The utility model people car is taken their own roads, and unmatchful driving for improving road speed, has been opened up new approach.
Claims (2)
1. a full intercommunication individual layer racetrack overpass bridge is made of closed track formula master bridge 1, access bridge 2, Ramp bridge 3, pedestrian overcrossing 4, isolation strip 5.The utility model utilizes in the former cross road road surface as vertical vehicle direct lane of making a return journey, again last across a closed track formula master bridge 1, closed track formula master bridge 1 both sides are connecting two corresponding mutually Ramp bridges 3 respectively, Ramp bridge 3 promptly is a closed track formula master bridge 1 and the bridge that is connected of ground highway, and closed track formula master bridge 1 and Ramp bridge 3 are two-way traffic.
2. full intercommunication individual layer racetrack overpass bridge according to claim 1 is characterized in that closed track formula master bridge 1 two ends are provided with access bridge 2, and access bridge 2 and ground highway are Four-Lane Road, and establish central partition 5.Be provided with pedestrian overcrossing 4 in the middle of the closed track formula master bridge 1, pedestrian overcrossing 4 bridge plate bottom surfaces and closed track formula master bridge Bridge 1 plate bottom surface are at grade.Below closed track formula master bridge 1, access bridge 2, Ramp bridge 3, pedestrian overcrossing 4, all be provided with the column of fixing its bridge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200273305U CN201080584Y (en) | 2007-09-06 | 2007-09-06 | All-communication single layer runway type crossroad |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200273305U CN201080584Y (en) | 2007-09-06 | 2007-09-06 | All-communication single layer runway type crossroad |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201080584Y true CN201080584Y (en) | 2008-07-02 |
Family
ID=39614259
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200273305U Expired - Fee Related CN201080584Y (en) | 2007-09-06 | 2007-09-06 | All-communication single layer runway type crossroad |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201080584Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101338541B (en) * | 2008-08-18 | 2010-06-16 | 福建省中福工程建设监理有限公司 | Crossing elevated passage for relaxing traffic jam |
| CN101956348A (en) * | 2010-11-03 | 2011-01-26 | 陈秀海 | Module type left and right turning overpass |
| CN104532708A (en) * | 2015-01-13 | 2015-04-22 | 王宝民 | Flyover with four longitudinal and transverse bridges crossing in sequence |
| CN105178123A (en) * | 2015-09-10 | 2015-12-23 | 甘肃澳华建筑规划设计有限责任公司 | Cross overpass |
| CN111270578A (en) * | 2020-01-19 | 2020-06-12 | 合肥工业大学 | Double-deck overpass of three-layer road and three-dimensional intersection coupling |
| CN111335093A (en) * | 2020-03-18 | 2020-06-26 | 袁素英 | Novel annular overpass |
-
2007
- 2007-09-06 CN CNU2007200273305U patent/CN201080584Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101338541B (en) * | 2008-08-18 | 2010-06-16 | 福建省中福工程建设监理有限公司 | Crossing elevated passage for relaxing traffic jam |
| CN101956348A (en) * | 2010-11-03 | 2011-01-26 | 陈秀海 | Module type left and right turning overpass |
| CN104532708A (en) * | 2015-01-13 | 2015-04-22 | 王宝民 | Flyover with four longitudinal and transverse bridges crossing in sequence |
| CN105178123A (en) * | 2015-09-10 | 2015-12-23 | 甘肃澳华建筑规划设计有限责任公司 | Cross overpass |
| CN111270578A (en) * | 2020-01-19 | 2020-06-12 | 合肥工业大学 | Double-deck overpass of three-layer road and three-dimensional intersection coupling |
| CN111270578B (en) * | 2020-01-19 | 2021-05-04 | 合肥工业大学 | Double-deck overpass of three-layer road and three-dimensional intersection coupling |
| CN111335093A (en) * | 2020-03-18 | 2020-06-26 | 袁素英 | Novel annular overpass |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2921085Y (en) | Double-X shape left turning overpass | |
| CN201080584Y (en) | All-communication single layer runway type crossroad | |
| CN201050023Y (en) | Overhead parking space | |
| CN201027293Y (en) | High speed road for city district floor | |
| CN203222713U (en) | Three-dimensional crossed semi-underground overpass | |
| CN202671992U (en) | Downtown flyover | |
| CN105951545A (en) | Well field type non-traffic-light non-overpass road traffic system for one-way traffic in whole course | |
| CN100494571C (en) | Symmetrical viaduct | |
| CN1286335A (en) | Traffic by-pass bridge for crossing of roads in urban area | |
| CN202323598U (en) | Multifunctional overpass | |
| CN201835197U (en) | Multifunctional urban three-dimensional transportation system | |
| CN101387095B (en) | Full interchange crossroad | |
| CN202390736U (en) | Urban single-layered full-enclosed and full-intercommunicated fly-over bridge | |
| CN201605505U (en) | Advanced overpass | |
| CN201785688U (en) | Full-intercommunication flyover for narrow crossroad | |
| CN202688814U (en) | Traffic light-free fast transportation system arranged on city crossroad | |
| CN1076771C (en) | Design plan of highway turnable single-deck stereo cross bridge | |
| CN201132919Y (en) | Single-layer all-communicated crossroads | |
| CN102605692B (en) | Unobstructed flyover | |
| CN201151861Y (en) | Multipurpose overpass | |
| CN201377071Y (en) | Full intercommunication racetrack type overpass | |
| CN201873916U (en) | Simple three-branch road interchange overpass | |
| CN201268814Y (en) | City multi-crossing double-layer non-obstacle crossroads | |
| CN100363558C (en) | Single-line full mutual passage one layer overpass | |
| CN2931557Y (en) | Traffic lights free viaduct for automotive vehicles and non-automotive vehicles roadway crossing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080702 |