CN102277806A - Shift-type interchange for all-time omnidirectional traffic at intersection of roads - Google Patents
Shift-type interchange for all-time omnidirectional traffic at intersection of roads Download PDFInfo
- Publication number
- CN102277806A CN102277806A CN 201110113765 CN201110113765A CN102277806A CN 102277806 A CN102277806 A CN 102277806A CN 201110113765 CN201110113765 CN 201110113765 CN 201110113765 A CN201110113765 A CN 201110113765A CN 102277806 A CN102277806 A CN 102277806A
- Authority
- CN
- China
- Prior art keywords
- motorway
- bridge
- shift
- omnirange
- period
- 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.)
- Granted
Links
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000004069 differentiation Effects 0.000 description 2
- 230000002452 interceptive effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
Images
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a shift-type interchange for all-time omnidirectional traffic at the intersection of roads. The interchange comprises a first motor way and a second motor way, which intersect with each other. Motor vehicle auxiliary bridges crossing the second motor way are arranged over the second motor way on the two sides of the first motor way, respectively; and the up approach bridge of each motor vehicle auxiliary bridge is connected to the forward running lane of the second motor way, while the down approach bridge of the same is connected to the reverse running lane of the second motor way. Compared with the prior art, the shift-type interchange disclosed by the invention has the advantages of convenience, efficiency and low cost; and the interchange fundamentally solves the problem of traffic jam and brings about great social and economic benefits for the sustainable development of the society.
Description
Technical field
The invention belongs to technical field of road flyovers, relate in particular to the shift-type interchange overpass that a kind of road cross all the period of time omnirange crowded and that stop up that can easily solve road crossroad, T-shaped road junction, crossing, tunnel is passed through.
Background technology
Current mankind social city process is just in fast development, and rhythm of life is also more and more faster, speed and efficient that people have to take a bus instead of walking and improve working.Make automobile quantity be explosive growth like this, the rapid increase of automobile causes the unprecedented saturability of road to block up.Bring the strike that is difficult to bear for the various places sustainable development.More seriously, emergency relief and rescue can't be arrived in real time.Three or four line cities are like this, and a tier 2 cities is just more serious.That what reason causes quagmire like this? reason mainly still stops and opens to have produced blocking-up at the traffic lights of road cross.Stop and then start to walk to produce delay effect but vehicle brake slows down, this effect while also can bring environmental issue.According to statistics, good again road, vehicle ' also is difficult to reach 25% at its crossing percent of pass.If one road has the identical crossing more than 2, but the effect of delay effect will double, bring serious pressure to road traffic.Though, has many cities to set up the overpass bridge of many many styles at present, or only solved the unimpeded problem of road part, or taking a large amount of soils in the suburb solves unimpeded problem.There is not fine solution to solve the road congestion problem by taking a large amount of soils yet.Particularly to take a large amount of soils be impracticable in the urban road crossing, and risk is very big.
Each city automobile quantity constantly suddenly increasing, will be that road blocks up more as can not effectively solving also at present, and road traffic can't bear to bear a heavy burden, and sustainable development will be difficult to the imagination.It is quite urgent that various places solve the problem of blocking up, but have and can not effectively solve with prior art and method, and the thinking of can only constantly bringing forth new ideas is used new technology, and new method could the real-time above-mentioned problem of blocking up of solution.
Summary of the invention
The present invention seeks in order to overcome defective and the deficiency that prior art exists, a kind of low cost is provided, need not other land occupation, takes leave of traffic lights, can significantly improve road speed and efficient, effectively solve the current shift-type interchange overpass of road cross all the period of time omnirange of road crossroad, T-shaped road junction, the crowded situation in crossing, tunnel; Can solve existing single bridge, crossroad and crossing, tunnel especially easily can not the current problem of all the period of time omnirange, and for the each department sustainable development, create a favorable environment, and construction cost is low.
The present invention is achieved in that the shift-type interchange overpass that road cross all the period of time omnirange is current, comprise first motorway and second motorway that intersect mutually, be respectively equipped with on described second motorway of the described first motorway both sides across the auxilliary bridge of the motor vehicle of second motorway, the up access bridge of the auxilliary bridge of described motor vehicle is connected with the forward travel track of described second motorway, and the following every trade access bridge of the auxilliary bridge of described motor vehicle is connected with the reverse driving track of described second motorway.
Described first motorway just or the reverse driving track be provided with the auxiliary motorway of a up right-hand bend and be connected with described up access bridge.
Described descending access bridge is connected with the auxiliary motorway of a descending right-hand bend.
On the auxiliary motorway of described descending right-hand bend and described second motorway just or the reverse driving track be connected.
Described first motorway is provided with a straight-through track of crossing over second motorway, and what make that the first lane through vehicles enters directly that straight-through track need not to slow down and pause passes through second motorway fast.
Described straight-through track is to cross over straight-through on described second motorway to stride bridge or pass through straight-through tunnel below described second motorway.
Described first motorway is striden under the bridge or be provided with the tune track on straight-through tunnel straight-through, so that reverse end for end with the vehicle of first motorway.
The forward travel track of the described first motorway A is provided with and is used to reverse end for end be connected with the auxiliary motorway of lane auxiliary of turning right and described up right-hand bend; The reverse driving track of described first motorway is provided with and is used to reverse end for end be connected with the auxiliary motorway of lane auxiliary of turning right and described descending right-hand bend.
With prior art mutually this, advantage of the present invention is: characteristics of the present invention are convenient, and are efficient, low cost fundamentally solves the problem of blocking up, and brings great society and economic benefit to social sustainable development.
Description of drawings
Fig. 1 is the vertical view of the current shift-type interchange overpass of road cross all the period of time omnirange of the present invention in the T-shaped road junction;
Fig. 2 is the vertical view of the current shift-type interchange overpass of road cross all the period of time omnirange of the present invention in the intersection;
Fig. 3 removes the partial top view of striding bridge for the current shift-type interchange overpass of road cross all the period of time omnirange of the present invention in the intersection;
Fig. 4 is provided with the vertical view in tunnel in the intersection for the current shift-type interchange overpass of road cross all the period of time omnirange of the present invention.
The specific embodiment
Below in conjunction with specific embodiment the current shift-type interchange overpass of road cross of the present invention all the period of time omnirange is described in detail.
Referring to Fig. 1, be the current application of shift-type interchange overpass on the T-shaped road junction of road cross of the present invention all the period of time omnirange, can realize dispense with parking wait traffic lights, realize the vehicle right-hand rotation fast, turn left and the tune function, effectively raise road efficient.
The shift-type interchange overpass that road cross all the period of time omnirange is current, comprise the first motorway A and the second motorway B that intersect mutually, the first motorway A is to mainly existing left-hand bend, turn right and reverse end for end three kinds of driving paths with the second motorway B intersection, and the second motorway B mainly exists left-hands bend, right-hand bend, reverses end for end and the four kinds of paths of driving a vehicle of keeping straight on fast.Be respectively equipped with on the described second motorway B of the described first motorway A both sides across the auxilliary bridge 1 of the motor vehicle of the second motorway B, the up access bridge 21 of the auxilliary bridge 1 of described motor vehicle is connected with the forward travel track B1 of the described second motorway B, and the following every trade access bridge 22 of the auxilliary bridge 1 of described motor vehicle is connected with the reverse driving track B2 of the described second motorway B.The auxilliary bridge 1 of described two base motor-cars can realize respectively that the forward travel track B1 of the second motorway B and the non-interfering tune of B2 of reverse driving track travel, and improves road efficient.The forward travel track A1 of the described first motorway A is provided with the auxiliary motorway 31 of a special up right-hand bend and is connected with described up access bridge 21, can realize that like this travelling of right-hand bend that the forward travel track A1 of the first motorway A need not to slow down go up the auxilliary bridge 1 realization left-hand bend of motor vehicle and travel.Described descending access bridge 22 is connected with the auxiliary motorway 32 of a special descending right-hand bend that is provided with, realization is turned right fast from the auxilliary bridge of motor vehicle 1 descending back, thereby do not converge mutually once going out the auxilliary bridge 1 of motor vehicle with the vehicle that described equidirectional travels, can accomplish not disturb mutually, effectively improve path link simultaneously and cross speed and traveling security.The auxiliary motorway 32 of auxiliary motorway 31 of described up right-hand bend and descending right-hand bend can be set to one way road.The auxilliary bridge 1 of described motor vehicle can be arranged on the second motorway B any place of the first motorway both sides, makes the auxilliary bridge 1 of motor vehicle that the influence that can not be subjected to environment is set like this, selects flexibly.The described first motorway A and the second motorway B intersection are provided with tune track 5, so that tune is travelled fast.
Referring to Fig. 2 and Fig. 3, the application of going up at the parting of the ways for the current shift-type interchange overpass of road cross of the present invention all the period of time omnirange, can realize dispense with parking wait traffic lights, realize the vehicle right-hand rotation fast, turn left and the tune function, effectively raise road efficient.
The shift-type interchange overpass that road cross all the period of time omnirange is current, after comprising the first motorway A that mutually intersects and the second motorway B, the first motorway A and arriving the intersection, all might there be left-hands bend, right-hand bend, reverse end for end and the four kinds of paths of driving a vehicle of keeping straight on fast with the second motorway B.Be respectively equipped with on the described second motorway B of the described first motorway A both sides across the auxilliary bridge 1 of the motor vehicle of the second motorway B, the up access bridge 21 of the auxilliary bridge 1 of described motor vehicle is connected with the forward travel track B1 of the described second motorway B, and the following every trade access bridge 22 of the auxilliary bridge 1 of described motor vehicle is connected with the reverse driving track B2 of the described second motorway B.The auxilliary bridge 1 of described two base motor-cars can realize respectively that the forward travel track B1 of the second motorway B and the non-interfering tune of B2 of reverse driving track travel, and improves road efficient.The described first motorway A is provided with travelling straight-through striding on the bridge 6 that a straight-through through vehicles of striding bridge 6, the first motorway A of crossing over the second motorway B need not to slow down and pauses, passes above can also non-interferingly fast filling the second motorway B.The described straight-through bridge 6 of striding has the auxilliary road 5 of tune, so that the vehicle that needs among the first motorway A to reverse end for end reverses end for end to travel.Described second motorway B tune is undertaken by the auxilliary bridge 1 of motor vehicle.The forward travel track A1 of the described first motorway A is provided with the auxiliary motorway 31 of a special up right-hand bend and is connected with described up access bridge 21, can realize that like this travelling of right-hand bend that the forward travel track A1 of the first motorway A need not to slow down go up the auxilliary bridge 1 realization left-hand bend of motor vehicle and travel.The reverse driving track A2 of the described first motorway A is same as described above.Described up access bridge 21 is connected with the auxiliary motorway 32 of a special descending right-hand bend that is provided with, realization is turned right fast from the auxilliary bridge of motor vehicle 1 descending back, thereby do not converge mutually once going out the auxilliary bridge 1 of motor vehicle with the vehicle that described equidirectional travels, can accomplish not disturb mutually, effectively improve path link simultaneously and cross speed and traveling security.The auxiliary motorway 32 of auxiliary motorway 31 of described up right-hand bend and descending right-hand bend can be set to one way road.The auxilliary bridge 1 of described motor vehicle can be arranged on the second motorway B any place of the first motorway both sides, makes the auxilliary bridge 1 of motor vehicle that the influence that can not be subjected to environment is set like this, selects flexibly.In order to improve passage rate and traveling security, the forward travel track A1 of the described first motorway A is provided with and is used to reverse end for end be connected with the auxiliary motorway 41 of lane auxiliary of turning right and described up right-hand bend., the reverse driving track A2 of the described first motorway A is provided with and is used to reverse end for end be connected with the auxiliary motorway 42 of lane auxiliary of turning right and described descending right-hand bend.
Embodiment 3
Referring to Fig. 4, the application of going up at the parting of the ways for the current shift-type interchange overpass of road cross of the present invention all the period of time omnirange, wherein, the described first motorway A is provided with a straight-through tunnel 7 that passes through the second motorway B, what the through vehicles of the first motorway A need not to slow down and pause travels on straight-through tunnel 7, can also non-interferingly fast fill second motorway B below and pass.Can avoid building overpass bridge like this, keep the spaciousness of crossroad.Described straight-through tunnel 7 is provided with the auxilliary road 5 of tune, so that the vehicle that needs among the first motorway A to reverse end for end reverses end for end to travel.Described second motorway B tune is undertaken by the auxilliary bridge 1 of motor vehicle.All the other structures are same as the previously described embodiments.
The present invention is a full-closed structure type overpass bridge, current nonmotorized vehicle lane and the sidewalk that was provided with tunnel, street or overline bridge of the pedestrian and non motorized vehicle that travels for convenience.
The above only for preferred embodiment of the present invention with, be not that the present invention is done any pro forma restriction.All professional and technical personnel in not breaking away from the technical solution of the present invention scope, when can utilizing the above technology contents that discloses, and a little change of making, modify the equivalent variations with differentiation, are equivalent embodiment of the present invention; Simultaneously, all essence technology according to the present invention all still belong in the scope of technical scheme of the present invention change, modification and the differentiation etc. of overall any equivalent variations that above embodiment did.
Claims (8)
1. the current shift-type interchange overpass of road cross all the period of time omnirange, comprise first motorway and second motorway that intersect mutually, it is characterized in that: be respectively equipped with on described second motorway of the described first motorway both sides across the auxilliary bridge of the motor vehicle of second motorway, the up access bridge of the auxilliary bridge of described motor vehicle is connected with the forward travel track of described second motorway, and the following every trade access bridge of the auxilliary bridge of described motor vehicle is connected with the reverse driving track of described second motorway.
2. the shift-type interchange overpass that road cross all the period of time omnirange as claimed in claim 1 is current is characterized in that: described first motorway just or the reverse driving track be provided with the auxiliary motorway of a up right-hand bend and be connected with described up access bridge.
3. the shift-type interchange overpass that road cross all the period of time omnirange as claimed in claim 2 is current is characterized in that: described descending access bridge is connected with the auxiliary motorway of a descending right-hand bend.
4. the shift-type interchange overpass that road cross all the period of time omnirange as claimed in claim 3 is current is characterized in that: on the auxiliary motorway of described descending right-hand bend and described second motorway just or the reverse driving track be connected.
5. the shift-type interchange overpass that road cross all the period of time omnirange as claimed in claim 4 is current is characterized in that: described first motorway is provided with the straight-through track of a leap second motorway.
6. the shift-type interchange overpass that road cross all the period of time omnirange as claimed in claim 5 is current is characterized in that: described straight-through track is to cross over straight-through on described second motorway to stride bridge or pass through straight-through tunnel below described second motorway.
7. the shift-type interchange overpass that road cross all the period of time omnirange as claimed in claim 6 is current is characterized in that: described first motorway is striden under the bridge or be provided with the tune track on straight-through tunnel straight-through.
8. the shift-type interchange overpass that road cross all the period of time omnirange as claimed in claim 6 is current is characterized in that: the forward travel track of the described first motorway A is provided with and is used to reverse end for end be connected with the auxiliary motorway of lane auxiliary of turning right and described up right-hand bend; The reverse driving track of described first motorway is provided with and is used to reverse end for end be connected with the auxiliary motorway of lane auxiliary of turning right and described descending right-hand bend.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110113765.2A CN102277806B (en) | 2011-05-04 | 2011-05-04 | Shift-type interchange for all-time omnidirectional traffic at intersection of roads |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110113765.2A CN102277806B (en) | 2011-05-04 | 2011-05-04 | Shift-type interchange for all-time omnidirectional traffic at intersection of roads |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102277806A true CN102277806A (en) | 2011-12-14 |
| CN102277806B CN102277806B (en) | 2014-03-12 |
Family
ID=45103519
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110113765.2A Expired - Fee Related CN102277806B (en) | 2011-05-04 | 2011-05-04 | Shift-type interchange for all-time omnidirectional traffic at intersection of roads |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102277806B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966017A (en) * | 2012-12-03 | 2013-03-13 | 冯付 | Traffic intersection signal lamp replacing bridge |
| CN103161107A (en) * | 2013-03-19 | 2013-06-19 | 张姝婧 | Road intersection bridge |
| CN105672074A (en) * | 2016-03-29 | 2016-06-15 | 王小波 | Urban road crossroad diversion system |
| CN106400630A (en) * | 2016-02-24 | 2017-02-15 | 胡绍林 | Completely three-dimensional intelligent transportation method |
| CN107326764A (en) * | 2017-09-05 | 2017-11-07 | 游自强 | A kind of three tunnel two detour web frame of urban barrier-free arterial highway |
| CN110344296A (en) * | 2019-07-18 | 2019-10-18 | 张泽 | Traffic lights road is cancelled in a kind of crossroad and T-shaped road junction |
| CN113516855A (en) * | 2021-06-07 | 2021-10-19 | 东南大学 | Channelized design optimization method for parallel flow intersection |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006274793A (en) * | 2004-09-29 | 2006-10-12 | Tsukinada Kensetsu Kk | Road grade-separated intersection structure equipped with barrier-free roundabout |
| CN200949199Y (en) * | 2006-09-21 | 2007-09-19 | 杜三平 | Braided type overpass |
| CN101298749A (en) * | 2008-04-01 | 2008-11-05 | 卫龙武 | Winding across method of communicated crossroads |
| CN101761006A (en) * | 2008-11-19 | 2010-06-30 | 莫崧桂 | Improved tunnel concave bridge of traffic hub system for keeping intersection simultaneously smooth in sixteen directions |
| CN201634979U (en) * | 2009-12-31 | 2010-11-17 | 余宾来 | Multilevel intersection system of crossroad |
| CN201785688U (en) * | 2010-07-19 | 2011-04-06 | 张航 | Full-intercommunication flyover for narrow crossroad |
-
2011
- 2011-05-04 CN CN201110113765.2A patent/CN102277806B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006274793A (en) * | 2004-09-29 | 2006-10-12 | Tsukinada Kensetsu Kk | Road grade-separated intersection structure equipped with barrier-free roundabout |
| CN200949199Y (en) * | 2006-09-21 | 2007-09-19 | 杜三平 | Braided type overpass |
| CN101298749A (en) * | 2008-04-01 | 2008-11-05 | 卫龙武 | Winding across method of communicated crossroads |
| CN101761006A (en) * | 2008-11-19 | 2010-06-30 | 莫崧桂 | Improved tunnel concave bridge of traffic hub system for keeping intersection simultaneously smooth in sixteen directions |
| CN201634979U (en) * | 2009-12-31 | 2010-11-17 | 余宾来 | Multilevel intersection system of crossroad |
| CN201785688U (en) * | 2010-07-19 | 2011-04-06 | 张航 | Full-intercommunication flyover for narrow crossroad |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966017A (en) * | 2012-12-03 | 2013-03-13 | 冯付 | Traffic intersection signal lamp replacing bridge |
| CN103161107A (en) * | 2013-03-19 | 2013-06-19 | 张姝婧 | Road intersection bridge |
| CN106400630A (en) * | 2016-02-24 | 2017-02-15 | 胡绍林 | Completely three-dimensional intelligent transportation method |
| CN105672074A (en) * | 2016-03-29 | 2016-06-15 | 王小波 | Urban road crossroad diversion system |
| CN107326764A (en) * | 2017-09-05 | 2017-11-07 | 游自强 | A kind of three tunnel two detour web frame of urban barrier-free arterial highway |
| CN110344296A (en) * | 2019-07-18 | 2019-10-18 | 张泽 | Traffic lights road is cancelled in a kind of crossroad and T-shaped road junction |
| CN113516855A (en) * | 2021-06-07 | 2021-10-19 | 东南大学 | Channelized design optimization method for parallel flow intersection |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102277806B (en) | 2014-03-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101033597B (en) | City crossroad | |
| CN102277806B (en) | Shift-type interchange for all-time omnidirectional traffic at intersection of roads | |
| CN202090252U (en) | Road structure for relieving urban traffic jam | |
| CN102182129B (en) | Bird nest intercommunicating flyover for full-time full-directional passing at road intersection | |
| CN101781873A (en) | Convenient and smooth flyover crossroad traffic building without traffic light | |
| CN202705838U (en) | Three-bridge combined crossroad achieving complete interchange | |
| CN102747661B (en) | Based on the structure and uses thereof of the torsional mode overpass bridge in urban road | |
| CN102392401A (en) | Method and bridge for realizing continuous passing of vehicles at level crossing by utilizing U-shaped rotary bridges | |
| CN202809421U (en) | Checkless overpass | |
| CN104963252A (en) | Urban multilayer roundabout viaduct | |
| CN100383340C (en) | One-way gallop bridge | |
| CN103161107A (en) | Road intersection bridge | |
| CN102787540B (en) | One passes unimpeded overpass bridge | |
| CN202466336U (en) | Interchange overpass without traffic light | |
| CN209602887U (en) | A kind of no red light overpass at crossroads | |
| CN103541285B (en) | Conflict-free stereoscopic composite bridge | |
| CN101906743A (en) | Road traffic system at urban intersections | |
| CN103541286B (en) | Right-angled intersection motor vehicle Lothrus apterus coupling bridge | |
| CN2751060Y (en) | Flyover bridge with parking space function | |
| CN102900000B (en) | Comprehensive complete straight-through direct left-hand rotation right lateral viaduct | |
| CN201704590U (en) | Overpass suitable for city crossroad | |
| CN202194042U (en) | Traffic junction utilizing lane changing way | |
| CN101187192B (en) | Turning driving traffic system at crossing without considering the green or red light | |
| CN201024365Y (en) | Crossroads | |
| CN202390735U (en) | U-shaped turning bridge for realizing continuous passing of vehicles at level crossing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140312 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |