CN106320119A - Rotating disc type flyover - Google Patents
Rotating disc type flyover Download PDFInfo
- Publication number
- CN106320119A CN106320119A CN201610943411.3A CN201610943411A CN106320119A CN 106320119 A CN106320119 A CN 106320119A CN 201610943411 A CN201610943411 A CN 201610943411A CN 106320119 A CN106320119 A CN 106320119A
- Authority
- CN
- China
- Prior art keywords
- overpass
- craspedodrome
- arterial highway
- road surface
- hand rotation
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
-
- 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
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a rotating disc type flyover which comprises a first bridge floor and a second bridge floor, wherein the first bridge floor is arranged as an east-west direction straight hump type small viaduct at the center of the rotating disc type flyover; the second bridge floor is higher than the first bridge floor, is wholly in rotating disc shape and can cause the four-directional left-turning, straight, right-turning and U-turn vehicles get on/off the bridge from different directions, respectively drive on the lanes thereof and safely and quickly pass by; the viaduct for north-south left-turning on the second bridge floor can be rebuilt into an independent heightened left-turning viaduct on a third bridge floor; non-motor vehicles and pedestrians under the flyover can safely and quickly pass by without traffic lights. According to the invention, the road on the ground is reserved for the non-motor vehicles and pedestrians, so that the non-motor vehicles, pedestrians and motor vehicles can effectively realize full separation of pedestrian and vehicles and can safely pass by the crossroads. Besides, the motor vehicles driven along different directions can separate, cross, turn and return on the crossroads, are driven on respective lanes and are free from mutual interference, so that the traffic conflict can be extremely avoided.
Description
Technical field
The present invention relates to a kind of interchange overpass, particularly to a kind of rotary disc type cloverleaf junction.
Background technology
Viaduct, full name " cloverleaf intersection ", viaduct is the upper lower leaf that important traffic joint is set up in city, many
Direction running, non-interfering modernization landbridge, the method that it utilizes space to separate eliminates rushing of road plane cross traffic
Prominent.Tradition overpass at crossroads floor space is big, and layering is many；The current inconvenience of pedestrian and non motorized vehicle, generally require signal lights,
And there is potential safety hazard；Additionally can't effectively solve the technical problem that vehicle separates with pedestrian.
Summary of the invention
The technical problem to be solved in the present invention is the drawbacks described above how overcoming prior art, it is provided that a kind of rotating disc type grade separation
Bridge.This rotary disc type cloverleaf junction floor space is little, can bridge construction on the most former track；Motor vehicles and pedestrian, bicycle are not
Signal lights is needed to pass through safely and fast；Effectively solve pedestrian, non power driven vehicle realizes people's car with motor vehicles and entirely shunts and lead to
The motor vehicles of the technical problem and different travel direction of crossing crossroad realize at the parting of the ways shunt, intersect, turn, time
The technical problem turned.
The present invention is achieved by the following technical solutions:
One rotary disc type cloverleaf junction of the present invention, including being positioned at the longitudinal direction arterial highway, north-south of ground floor and the horizontal arterial highway of East and West direction, horizontal
It is intersected in cross to interlock portion to arterial highway and longitudinal arterial highway, also includes:
Ground floor bridge floor, it is the East and West direction craspedodrome small-sized overpass of hump formula being located at this rotary disc type cloverleaf junction center；
Second layer bridge floor, it is rotating disc type higher than ground floor bridge floor and entirety, and the right arterial highway of south orientation is sequentially provided with first from left to right
Left-hand rotation overpass, the first craspedodrome overpass and first turn right and craspedodrome overpass, first turn right and craspedodrome overpass in the southeast to
Cross road surface bifurcated, one strides across the southeast arterial highway left with east orientation connects to cross road surface, another and the first craspedodrome overpass patch
Close, the first left-hand rotation overpass and the first craspedodrome overpass is the most closely connected, local interconnect integral, the most curved through east
To crossroad, in North-East Bound cross road surface bifurcated, after wherein the first left-hand rotation overpass arc strides across north orientation cross road surface descending
Connecting with arterial highway to the left, west, after the first craspedodrome overpass strides across North-East Bound cross road surface descending, arterial highway left with north orientation connects；First
Left-hand rotation overpass and the first craspedodrome overpass are provided with the first changing lane region in east orientation cross road surface overcentre；
The right arterial highway of north orientation is sequentially provided with the second left-hand rotation overpass, the second craspedodrome overpass and second from left to right and turns right and keep straight on high
Building bridge, the second right-hand rotation and craspedodrome overpass are in north-westward cross road surface bifurcated, and one strides across north-westward cross road surface with west to the left
Arterial highway connects, another and the second craspedodrome overpass laminating, the second left-hand rotation overpass and the second craspedodrome overpass is the most closely connected, office
Portion interconnects integral, and the most curved west that passes is to crossroad, and in southwest to cross road surface bifurcated, wherein second turns left
After overpass arc strides across south orientation cross road surface descending, arterial highway left with east orientation connects, and the second craspedodrome overpass strides across southwest to cross
After the descending of road surface, arterial highway left with south orientation connects；Second left-hand rotation overpass and the second craspedodrome overpass in west on cross road center
Side is provided with the second changing lane region；
The right arterial highway of east orientation is provided with the first right-hand rotation and tune overpass, and first turns right and reverse end for end overpass in North-East Bound cross road surface
Bifurcated, arc strides across east orientation cross road surface and reverses end for end arterial highway left with east orientation after descending and connect, another turn right with first and
After road surface, the craspedodrome direction laminating of craspedodrome overpass, arterial highway left with north orientation connects, and is provided with the 3rd left-hand rotation height at North-East Bound cross road surface
Building bridge, described 3rd left-hand rotation overpass is with the second changing lane region is the most closely connected, it is integral locally to interconnect；
Arterial highway to the right, west is provided with the second right-hand rotation and tune overpass, the second right-hand rotation and tune overpass in southwest to cross road surface
Bifurcated, arc strides across west and to cross road surface and reverses end for end connect with arterial highway to the left, west after descending, another with the second right-hand rotation and
After road surface, the craspedodrome direction laminating of craspedodrome overpass, arterial highway left with south orientation connects, and southwest is provided with the 4th left-hand rotation height at cross road surface
Building bridge, described 4th left-hand rotation overpass is with the first changing lane region is the most closely connected, it is integral locally to interconnect；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
Another kind rotary disc type cloverleaf junction of the present invention, laterally does with East and West direction including the longitudinal direction arterial highway, north-south being positioned at ground floor
Road, horizontal arterial highway and longitudinal arterial highway be intersected in cross and interlock portion, also include:
Ground floor bridge floor, it is the East and West direction craspedodrome small-sized overpass of hump formula being located at this rotary disc type cloverleaf junction center；
Second layer bridge floor, it is rotating disc type higher than ground floor bridge floor and entirety, and the right arterial highway of south orientation is sequentially provided with first from left to right
Craspedodrome overpass and first is turned right and craspedodrome overpass, first turn right and craspedodrome overpass in the southeast to cross road surface bifurcated, one
Bar strides across the southeast, and to cross road surface, arterial highway left with east orientation connects, and another and the first craspedodrome overpass laminating, the first craspedodrome is overhead
After spanning crosses North-East Bound cross road surface descending, arterial highway left with north orientation connects；First craspedodrome overpass is on east orientation cross road center
Side is provided with the first changing lane region,
The right arterial highway of north orientation be sequentially provided with from left to right the second craspedodrome overpass and second turn right and craspedodrome overpass, second turn right and
Craspedodrome overpass is in north-westward cross road surface bifurcated, and one strides across north-westward cross road surface and connects with arterial highway to the left, west, another
With the second craspedodrome overpass laminating, the second craspedodrome overpass strides across arterial highway left with south orientation after the descending of cross road surface, southwest and connects；
Second craspedodrome overpass is provided with the second changing lane region in west to cross road surface overcentre,
The right arterial highway of east orientation is provided with the first right-hand rotation and tune overpass, and first turns right and reverse end for end overpass in North-East Bound cross road surface
Bifurcated, arc strides across east orientation cross road surface and reverses end for end arterial highway left with east orientation after descending and connect, another turn right with first and
After road surface, the craspedodrome direction laminating of craspedodrome overpass, arterial highway left with north orientation connects, and is provided with the 3rd left-hand rotation height at North-East Bound cross road surface
Build bridge, described 3rd left-hand rotation overpass with the second changing lane region is the most closely connected, it is integral locally to interconnect,
Arterial highway to the right, west is provided with the second right-hand rotation and tune overpass, the second right-hand rotation and tune overpass in southwest to cross road surface
Bifurcated, arc strides across west and to cross road surface and reverses end for end connect with arterial highway to the left, west after descending, another with the second right-hand rotation and
After road surface, the craspedodrome direction laminating of craspedodrome overpass, arterial highway left with south orientation connects, and southwest is provided with the 4th left-hand rotation height at cross road surface
Building bridge, described 4th left-hand rotation overpass is with the first changing lane region is the most closely connected, it is integral locally to interconnect；
Third layer bridge floor, it is higher than second layer bridge floor, increases left-hand rotation height including independent first being located on the left of the right arterial highway of south orientation
Building bridge, described first increases left-hand rotation overpass arc passes east orientation crossroad, after descending with the first changing lane region even
Connect, and arc stride across north orientation cross road surface descending after connect with arterial highway to the left, west；Also include being located on the left of the right arterial highway of north orientation is only
Vertical second increases left-hand rotation overpass, described second increase left-hand rotation overpass arc through west behind crossroad, descending with the
Two changing lane regions connect, and arc stride across south orientation cross road surface descending after arterial highway left with east orientation connect；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
As optimization, described craspedodrome hump formula small-sized overpass thing is to respectively setting one and being Si Tiaodao.
As optimization, described first craspedodrome overpass and the second craspedodrome overpass are equipped with two and pass through in opposite direction.
As optimization, longitudinal direction arterial highway, described north-south is equipped with two-way pedestrian under the viaduct on the horizontal arterial highway of East and West direction
And bicycle lane.
As optimization, at the upper and lower road of the small-sized overpass of described craspedodrome hump formula and the 3rd left-hand rotation overpass, the 4th turn left
Overpass is additionally provided with shoe at upper and lower road.
As optimization, at the upper and lower road of the small-sized overpass of described craspedodrome hump formula and the 3rd left-hand rotation overpass, the 4th turn left
Overpass is additionally provided with rain and snow shed at upper and lower road.
The invention has the beneficial effects as follows:
One, rotary disc type cloverleaf junction significant advantage is that the motor vehicles of different travel direction realize shunting at the parting of the ways, hand over
Pitch, turn, turn round, take their own roads, do not interfere with each other, the conflict avoiding wagon flow of maximum possible.
Two, the setting of the small-sized overpass of ground hump formula so that motor vehicles and pedestrian, bicycle are without signal lights
Pass through safely and fast.
Three, floor space is little and layering is few.
Four, StoreFront road being allowed in pedestrian and non motorized vehicle, pedestrian, non power driven vehicle effectively realize people with motor vehicles
Car entirely shunts and passes through crossroad.
Five, shoe and the setting of rain and snow shed, be effectively improved road safety.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings rotary disc type cloverleaf junction is described further:
Fig. 1 is the main TV structure schematic diagram of the embodiment 1 of rotary disc type cloverleaf junction；
Fig. 2 is the perspective view of the embodiment 1 of rotary disc type cloverleaf junction；
Fig. 3 is the perspective view of the embodiment 2 of rotary disc type cloverleaf junction.
In figure: 1 be the craspedodrome small-sized overpass of hump formula, 2 be the first left-hand rotation overpass, 3 be the first craspedodrome overpass, 4 be
First turn right and craspedodrome overpass, 5 be the first changing lane region, 6 be the second left-hand rotation overpass, 7 be that the second craspedodrome is overhead
Bridge, 8 be the second right-hand rotation and craspedodrome overpass, 9 be the second changing lane region, 10 be the first right-hand rotation and tune overpass, 11
It is the 3rd left-hand rotation overpass, 12 is the second right-hand rotation and tune overpass, 13 is the 4th left-hand rotation overpass, 14 is first to increase left-hand rotation
Overpass, 15 it is second to increase left-hand rotation overpass.
Detailed description of the invention
For making the purpose of the present invention, technical scheme and advantage clearer, develop simultaneously embodiment referring to the drawings, right
The present invention further describes.
Embodiment 1:
As shown in Figure 1-2, one rotary disc type cloverleaf junction of the present invention, including the longitudinal direction arterial highway, north-south and the East and West direction that are positioned at ground floor
Laterally arterial highway, horizontal arterial highway and longitudinal arterial highway be intersected in cross and interlock portion, also include:
Ground floor bridge floor, it is the East and West direction craspedodrome small-sized overpass of hump formula 1 being located at this rotary disc type cloverleaf junction center；
Second layer bridge floor, it is rotating disc type higher than ground floor bridge floor and entirety, and the right arterial highway of south orientation is sequentially provided with first from left to right
Left-hand rotation overpass the 2, first craspedodrome overpass 3 and first is turned right and craspedodrome overpass 4, and the first right-hand rotation and craspedodrome overpass 4 are in east
South orientation cross road surface bifurcated, one strides across the southeast arterial highway left with east orientation connects to cross road surface, another with first keep straight on overhead
Bridge 3 is fitted, the first left-hand rotation overpass 2 and the first craspedodrome overpass 3 is the most closely connected, local interconnect integral, jointly in arc
Shape passes east orientation crossroad, and in North-East Bound cross road surface bifurcated, wherein the first left-hand rotation overpass 2 arc strides across north orientation four crossway
Connecting with arterial highway to the left, west after the descending of face, the first craspedodrome overpass 3 strides across arterial highway left with north orientation after the descending of North-East Bound cross road surface
Connection；First left-hand rotation overpass 2 and the first craspedodrome overpass 3 are provided with the first changing lane in east orientation cross road surface overcentre
Region 5；
The right arterial highway of north orientation is sequentially provided with second left-hand rotation overpass the 6, second craspedodrome overpass 7 and second from left to right and turns right and keep straight on
Overpass 8, the second right-hand rotation and craspedodrome overpass 8 are in north-westward cross road surface bifurcated, and one strides across north-westward cross road surface and west
Arterial highway connects to the left, and another is fitted with the second craspedodrome overpass 7, and the second left-hand rotation overpass 6 and the second craspedodrome overpass 7 are mutual
Closely connected, local interconnects integral, and the most curved west that passes is to crossroad, in southwest to cross road surface bifurcated, wherein
After second left-hand rotation overpass 6 arc strides across south orientation cross road surface descending, arterial highway left with east orientation connects, and the second craspedodrome overpass 7 strides across
Arterial highway left with south orientation after the descending of cross road surface, southwest connects；Second left-hand rotation overpass 6 and the second craspedodrome overpass 7 in west to ten
Word road center is arranged over the second changing lane region 9；
The right arterial highway of east orientation is provided with the first right-hand rotation and tune overpass 10, and first turns right and reverse end for end overpass 10 in North-East Bound cross
Road surface bifurcated, arc strides across east orientation cross road surface and reverses end for end arterial highway left with east orientation after descending and connect, and another is right with first
Turning arterial highway left with north orientation after fitting in the road surface, craspedodrome direction with craspedodrome overpass 4 to connect, North-East Bound cross is provided with the 3rd at road surface
Left-hand rotation overpass 11, described 3rd left-hand rotation overpass 11 is the most closely connected with the second changing lane region 9, local is interconnected into
Integrally；
Arterial highway to the right, west is provided with the second right-hand rotation and tune overpass 12, second turn right and tune overpass 12 in southwest to cross
Road surface bifurcated, an arc strides across west and to cross road surface and reverses end for end to connect with arterial highway to the left, west after descending, and another is right with second
Turning arterial highway left with south orientation after fitting in the road surface, craspedodrome direction with craspedodrome overpass 8 to connect, southwest is provided with the 4th at cross road surface
Left-hand rotation overpass 13, described 4th left-hand rotation overpass 13 is the most closely connected with the first changing lane region 5, local is interconnected into
Integrally；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
Being so designed that, floor space is little, layering is few；The construction of the small-sized overpass of hump formula is pedestrian and non-machine for convenience
Motor-car passes through, and vehicle is current on bridge, and pedestrian and non motorized vehicle is current under bridge, such pedestrian and non motorized vehicle undesired signal
Lamp can pass through safely and fast；The motor vehicles of different travel directions realize at the parting of the ways shunting, intersect, turn, and take their own roads,
It does not interfere with each other, the conflict avoiding wagon flow of maximum possible；Pedestrian, non power driven vehicle realize people's car with motor vehicles and entirely shunt also
Pass through crossroad；The setting in changing lane region further increases traffic efficiency.
Concrete, described craspedodrome hump formula small-sized overpass 1 thing is to respectively setting one and being Si Tiaodao.So set
Meter, traffic efficiency is higher.
Concrete, described first craspedodrome overpass 3 and the second craspedodrome overpass 7 are equipped with two and pass through in opposite direction.
It is so designed that, builds science, improve vehicle pass-through efficiency.
Concrete, be equipped with under longitudinal direction arterial highway, described north-south and the viaduct on the horizontal arterial highway of East and West direction two-way pedestrian and
Bicycle lane.It is so designed that, on the premise of not waiting for bus, road can be passed through safely and fast.
Concrete, at described craspedodrome hump formula small-sized overpass 1 about road and the left-hand rotation of the 3rd left-hand rotation overpass the 11, the 4th
Overpass about 13 is additionally provided with shoe at road.It is so designed that, is effectively improved road safety.
Concrete, at described craspedodrome hump formula small-sized overpass 1 about road and the left-hand rotation of the 3rd left-hand rotation overpass the 11, the 4th
Overpass about 13 is additionally provided with rain and snow shed at road.It is so designed that, is effectively improved road safety.
Concrete, first left-hand rotation overpass the 2, first craspedodrome overpass 3, first is turned right and craspedodrome overpass 4 is lighted together
Slope also keeps same absolute altitude, and second left-hand rotation overpass the 6, second craspedodrome overpass 7, second is turned right and the same place of craspedodrome overpass 8
Play slope and keep same absolute altitude.Being so designed that, building scientific and reasonable, floor space is little, and is effectively improved vehicle pass-through efficiency.
Concrete, craspedodrome hump formula small-sized overpass 1 height on ground floor bridge floor is less than 3 meters, on second layer bridge floor
Overpass height less than 6 meters.It is so designed that, builds science, and be more beneficial for facilitating pedestrian and non motorized vehicle to pass through, vehicle
Passing through on bridge, pedestrian and non motorized vehicle is current under bridge, and such pedestrian and non motorized vehicle undesired signal lamp can be the fastest
Speed is passed through.
Embodiment 2:
As it is shown on figure 3, another kind rotary disc type cloverleaf junction of the present invention, including the longitudinal direction arterial highway, north-south and the East and West direction that are positioned at ground floor
Laterally arterial highway, horizontal arterial highway and longitudinal arterial highway be intersected in cross and interlock portion, also include:
Ground floor bridge floor, it is the East and West direction craspedodrome small-sized overpass of hump formula 1 being located at this rotary disc type cloverleaf junction center；
Second layer bridge floor, it is rotating disc type higher than ground floor bridge floor and entirety, and the right arterial highway of south orientation is sequentially provided with first from left to right
Craspedodrome overpass 3 and first is turned right and craspedodrome overpass 4, first turn right and craspedodrome overpass 4 in the southeast to cross road surface bifurcated,
Article one, arterial highway left with east orientation connects to cross road surface to stride across the southeast, and another is fitted with the first craspedodrome overpass 3, the first craspedodrome height
After bridge formation 3 strides across North-East Bound cross road surface descending, arterial highway left with north orientation connects；First craspedodrome overpass 3 is in east orientation cross road surface
The heart is arranged over the first changing lane region 5,
The right arterial highway of north orientation is sequentially provided with the second craspedodrome overpass 7 and second from left to right and turns right and craspedodrome overpass 8, and second turns right
With craspedodrome overpass 8 in north-westward cross road surface bifurcated, one strides across north-westward cross road surface and connects with arterial highway to the left, west, another
Bar and the second craspedodrome overpass 7 are fitted, and the second craspedodrome overpass 7 strides across arterial highway left with south orientation after the descending of cross road surface, southwest and connects
Logical；Second craspedodrome overpass 7 is provided with the second changing lane region 9 in west to cross road surface overcentre,
The right arterial highway of east orientation is provided with the first right-hand rotation and tune overpass 10, and first turns right and reverse end for end overpass 10 in North-East Bound cross
Road surface bifurcated, arc strides across east orientation cross road surface and reverses end for end arterial highway left with east orientation after descending and connect, and another is right with first
Turning arterial highway left with north orientation after fitting in the road surface, craspedodrome direction with craspedodrome overpass 4 to connect, North-East Bound cross is provided with the 3rd at road surface
Left-hand rotation overpass 11, described 3rd left-hand rotation overpass 11 is the most closely connected with the second changing lane region 9, local is interconnected into
Integrally,
Arterial highway to the right, west is provided with the second right-hand rotation and tune overpass 12, second turn right and tune overpass 12 in southwest to cross
Road surface bifurcated, an arc strides across west and to cross road surface and reverses end for end to connect with arterial highway to the left, west after descending, and another is right with second
Turning arterial highway left with south orientation after fitting in the road surface, craspedodrome direction with craspedodrome overpass 8 to connect, southwest is provided with the 4th at cross road surface
Left-hand rotation overpass 13, described 4th left-hand rotation overpass 13 is the most closely connected with the first changing lane region 5, local is interconnected into
Integrally；
Third layer bridge floor, it is higher than second layer bridge floor, increases left-hand rotation height including independent first being located on the left of the right arterial highway of south orientation
Bridge formation 14, described first increases left-hand rotation overpass 14 arc passes east orientation crossroad, with the first changing lane district after descending
Territory 5 connects, and arc stride across north orientation cross road surface descending after connect with arterial highway to the left, west；Also include being located on the left of the right arterial highway of north orientation
Independent second increase left-hand rotation overpass 15, described second increases left-hand rotation overpass 15 arc through west to crossroad, under
Be connected with the second changing lane region 9 behind slope, and arc stride across south orientation cross road surface descending after arterial highway left with east orientation connect；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
It is so designed that, increases left-hand rotation overpass and second and increase left-hand rotation overpass by building independent first and effectively solve
Vehicle congestion problem time north-south left turn traffic amount is bigger.
Concrete, first increases left-hand rotation overpass 14 and second increases the height of left-hand rotation overpass 15 less than 9 meters.So
Design, builds scientific and reasonable, and floor space is little, and is effectively improved vehicle pass-through efficiency.
Other are with embodiment 1.
Above-mentioned detailed description of the invention is only the concrete case of the present invention, is not the restriction that the present invention makees other form,
Any those skilled in the art are changed possibly also with the technology contents of the disclosure above or are modified as equivalent variations
Equivalent implementations.But every without departing from the technology of the present invention principle on the premise of, according to the present invention technical spirit to more than
Any simple modification, equivalent variations and the remodeling that embodiment is made, all should fall into the scope of patent protection of the present invention.
Claims (10)
1. a rotary disc type cloverleaf junction, including being positioned at the longitudinal direction arterial highway, north-south of ground floor and the horizontal arterial highway of East and West direction, laterally does
Road and longitudinal arterial highway are intersected in cross and interlock portion, it is characterised in that including:
Ground floor bridge floor, it is the East and West direction small-sized overpass of craspedodrome hump formula (1) being located at this rotary disc type cloverleaf junction center；
Second layer bridge floor, it is rotating disc type higher than ground floor bridge floor and entirety, and the right arterial highway of south orientation is sequentially provided with first from left to right
Left-hand rotation overpass (2), the first craspedodrome overpass (3) and first are turned right and craspedodrome overpass (4), and first turns right and craspedodrome overpass
(4) in the southeast to cross road surface bifurcated, one strides across the southeast arterial highway left with east orientation connects to cross road surface, and another is straight with first
Row overpass (3) is fitted, the first left-hand rotation overpass (2) and the first craspedodrome overpass (3) is the most closely connected, be locally interconnected into
Body, the most curved through east orientation crossroad, in North-East Bound cross road surface bifurcated, wherein the first left-hand rotation overpass (2) arc
Connecting with arterial highway to the left, west after striding across north orientation cross road surface descending, the first craspedodrome overpass (3) strides across under North-East Bound cross road surface
Behind slope, arterial highway left with north orientation connects；First left-hand rotation overpass (2) and the first craspedodrome overpass (3) are on east orientation cross road center
Side is provided with the first changing lane region (5),
The right arterial highway of north orientation be sequentially provided with from left to right the second left-hand rotation overpass (6), the second craspedodrome overpass (7) and second turn right and
Craspedodrome overpass (8), the second right-hand rotation and craspedodrome overpass (8) are in north-westward cross road surface bifurcated, and one strides across north-westward cross
Road surface connects with arterial highway to the left, west, another and the second craspedodrome overpass (7) laminating, the second left-hand rotation overpass (6) and second straight
Row overpass (7) is the most closely connected, local interconnects integral, and the most curved west that passes is to crossroad, in southwest to ten
Word road surface bifurcated, after wherein the second left-hand rotation overpass (6) arc strides across south orientation cross road surface descending, arterial highway left with east orientation connects, the
Two craspedodrome overpass (7) stride across arterial highway left with south orientation after the descending of cross road surface, southwest and connect；Second left-hand rotation overpass (6) and
Two craspedodrome overpass (7) are provided with the second changing lane region (9) in west to cross road surface overcentre,
The right arterial highway of east orientation is provided with the first right-hand rotation and tune overpass (10), and first turns right and reverse end for end overpass (10) in North-East Bound
Cross road surface bifurcated, arc strides across east orientation cross road surface and reverses end for end arterial highway left with east orientation after descending and connect, another article and the
After fitting in one road surface, craspedodrome direction turned right with craspedodrome overpass (4), arterial highway left with north orientation connects, and North-East Bound cross sets at road surface
Having the 3rd left-hand rotation overpass (11), described 3rd left-hand rotation overpass (11) is the most closely connected with the second changing lane region (9), office
Portion interconnects integral,
Arterial highway to the right, west be provided with the second right-hand rotation and tune overpass (12), second turn right and tune overpass (12) in southwest to
Cross road surface bifurcated, arc strides across west and to cross road surface and reverses end for end connect with arterial highway to the left, west after descending, another article and the
After fitting in two road surfaces, craspedodrome direction turned right with craspedodrome overpass (8), arterial highway left with south orientation connects, and southwest sets at cross road surface
Having the 4th left-hand rotation overpass (13), described 4th left-hand rotation overpass (13) is the most closely connected with the first changing lane region (5), office
Portion interconnects integral；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
2. rotary disc type cloverleaf junction as claimed in claim 1, it is characterised in that: the small-sized overpass of described craspedodrome hump formula (1) east
West is to respectively setting one and as four roads.
3. rotary disc type cloverleaf junction as claimed in claim 1, it is characterised in that: described first craspedodrome overpass (3) and second straight
Row overpass (7) is equipped with two and passes through in opposite direction.
4. rotary disc type cloverleaf junction as claimed in claim 1, it is characterised in that: longitudinal direction arterial highway, described north-south is horizontal with East and West direction
Two-way pedestrian and non motorized vehicle road it is equipped with under viaduct on arterial highway.
5. rotary disc type cloverleaf junction as claimed in claim 1, it is characterised in that: in the small-sized overpass of described craspedodrome hump formula (1)
It is additionally provided with shoe at lower road and at the 3rd left-hand rotation overpass (11), the 4th left-hand rotation overpass (13) road up and down.
6. a rotary disc type cloverleaf junction, including being positioned at the longitudinal direction arterial highway, north-south of ground floor and the horizontal arterial highway of East and West direction, laterally does
Road and longitudinal arterial highway are intersected in cross and interlock portion, it is characterised in that including:
Ground floor bridge floor, it is the East and West direction small-sized overpass of craspedodrome hump formula (1) being located at this rotary disc type cloverleaf junction center；
Second layer bridge floor, it is rotating disc type higher than ground floor bridge floor and entirety, and the right arterial highway of south orientation is sequentially provided with first from left to right
Craspedodrome overpass (3) and first turn right and craspedodrome overpass (4), first turn right and craspedodrome overpass (4) in the southeast to four crossway
Face bifurcated, one strides across the southeast arterial highway left with east orientation connects to cross road surface, another and the first craspedodrome overpass (3) laminating,
After first craspedodrome overpass (3) strides across North-East Bound cross road surface descending, arterial highway left with north orientation connects；First craspedodrome overpass (3) in
East orientation cross road surface overcentre is provided with the first changing lane region (5),
The right arterial highway of north orientation is sequentially provided with the second craspedodrome overpass (7) and second from left to right and turns right and craspedodrome overpass (8), and second
Turning right and craspedodrome overpass (8) is in north-westward cross road surface bifurcated, one strides across north-westward cross road surface with arterial highway to the left, west even
Logical, another and the second craspedodrome overpass (7) laminating, the second craspedodrome overpass (7) stride across southwest after the descending of cross road surface with
The left arterial highway of south orientation connects；Second craspedodrome overpass (7) is provided with the second changing lane region in west to cross road surface overcentre
(9),
The right arterial highway of east orientation is provided with the first right-hand rotation and tune overpass (10), and first turns right and reverse end for end overpass (10) in North-East Bound
Cross road surface bifurcated, arc strides across east orientation cross road surface and reverses end for end arterial highway left with east orientation after descending and connect, another article and the
After fitting in one road surface, craspedodrome direction turned right with craspedodrome overpass (4), arterial highway left with north orientation connects, and North-East Bound cross sets at road surface
Having the 3rd left-hand rotation overpass (11), described 3rd left-hand rotation overpass (11) is the most closely connected with the second changing lane region (9), office
Portion interconnects integral,
Arterial highway to the right, west be provided with the second right-hand rotation and tune overpass (12), second turn right and tune overpass (12) in southwest to
Cross road surface bifurcated, arc strides across west and to cross road surface and reverses end for end connect with arterial highway to the left, west after descending, another article and the
After fitting in two road surfaces, craspedodrome direction turned right with craspedodrome overpass (8), arterial highway left with south orientation connects, and southwest sets at cross road surface
Having the 4th left-hand rotation overpass (13), described 4th left-hand rotation overpass (13) is the most closely connected with the first changing lane region (5), office
Portion interconnects integral；
Third layer bridge floor, it is higher than second layer bridge floor, increases left-hand rotation height including independent first being located on the left of the right arterial highway of south orientation
Building bridge (14), described first increases left-hand rotation overpass (14) arc through east orientation crossroad, variable with first after descending changes trains
Region, road (5) connect, and arc stride across north orientation cross road surface descending after connect with arterial highway to the left, west；Also include that being located at the north orientation right side does
Independent second on the left of road increases left-hand rotation overpass (15), and described second increases left-hand rotation overpass (15) arc through west to ten
Word crossing, is connected with the second changing lane region (9) after descending, and arc strides across after the descending of south orientation cross road surface left with east orientation
Arterial highway connects；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
7. rotary disc type cloverleaf junction as claimed in claim 6, it is characterised in that: the small-sized overpass of described craspedodrome hump formula (1) east
West is to respectively setting one and as four roads.
8. rotary disc type cloverleaf junction as claimed in claim 6, it is characterised in that: described first craspedodrome overpass (3) and second straight
Row overpass (7) is equipped with two and passes through in opposite direction.
9. rotary disc type cloverleaf junction as claimed in claim 6, it is characterised in that: longitudinal direction arterial highway, described north-south is horizontal with East and West direction
Two-way pedestrian and non motorized vehicle road it is equipped with under viaduct on arterial highway.
10. rotary disc type cloverleaf junction as claimed in claim 6, it is characterised in that: in the small-sized overpass of described craspedodrome hump formula (1)
It is additionally provided with shoe at lower road and at the 3rd left-hand rotation overpass (11), the 4th left-hand rotation overpass (13) road up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610943411.3A CN106320119A (en) | 2016-11-02 | 2016-11-02 | Rotating disc type flyover |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610943411.3A CN106320119A (en) | 2016-11-02 | 2016-11-02 | Rotating disc type flyover |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106320119A true CN106320119A (en) | 2017-01-11 |
Family
ID=57819226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610943411.3A Pending CN106320119A (en) | 2016-11-02 | 2016-11-02 | Rotating disc type flyover |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106320119A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107829341A (en) * | 2017-11-30 | 2018-03-23 | 韦道禹 | Overpass at crossroads |
| CN108342934A (en) * | 2018-02-01 | 2018-07-31 | 冯阳 | A kind of rotor viaduct |
| CN108385458A (en) * | 2018-02-12 | 2018-08-10 | 陕西理工大学 | A kind of barrier-free crossroad mouth |
| CN108642983A (en) * | 2018-06-01 | 2018-10-12 | 冯阳 | Overpass by overpass at crossroads |
| CN108914731A (en) * | 2018-08-06 | 2018-11-30 | 李先登 | Cost is lower, the higher automobile viaduct scheme of efficiency |
| CN110195389A (en) * | 2018-02-26 | 2019-09-03 | 缪卓伦 | The Chinese reverse left lateral smooth overpass of junction type |
| CN112962374A (en) * | 2021-02-18 | 2021-06-15 | 河北飞纳网络科技有限公司 | Bridge and road combined structure capable of eliminating traffic lights and overhead bridges |
| CN113089400A (en) * | 2021-05-19 | 2021-07-09 | 李金胜 | Two-layer overpass with staggered cross-shaped crossroad |
| CN113818298A (en) * | 2020-06-19 | 2021-12-21 | 李海军 | Barrier-free reverse crossroad flyover |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1069091A (en) * | 1992-07-09 | 1993-02-17 | 乔晓东 | The X-shaped orientation type grade separation bridge |
| CN1563583A (en) * | 2004-04-05 | 2005-01-12 | 李继兴 | Structure of access bridge at crossroad and method for arranging access bridge at crossroad |
| CN200946231Y (en) * | 2006-09-26 | 2007-09-12 | 张航 | Direct-pass type single storied all-interflow crossroad for pedestrian |
| CN200974957Y (en) * | 2006-12-06 | 2007-11-14 | 王宝民 | Combined type crossing passing bridge |
| CN102094373A (en) * | 2010-10-18 | 2011-06-15 | 李旭 | Series all-through overpass |
| CN105002796A (en) * | 2015-07-20 | 2015-10-28 | 刘沛全 | Single-layer overpass without traffic lights on crossroads |
-
2016
- 2016-11-02 CN CN201610943411.3A patent/CN106320119A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1069091A (en) * | 1992-07-09 | 1993-02-17 | 乔晓东 | The X-shaped orientation type grade separation bridge |
| CN1563583A (en) * | 2004-04-05 | 2005-01-12 | 李继兴 | Structure of access bridge at crossroad and method for arranging access bridge at crossroad |
| CN200946231Y (en) * | 2006-09-26 | 2007-09-12 | 张航 | Direct-pass type single storied all-interflow crossroad for pedestrian |
| CN200974957Y (en) * | 2006-12-06 | 2007-11-14 | 王宝民 | Combined type crossing passing bridge |
| CN102094373A (en) * | 2010-10-18 | 2011-06-15 | 李旭 | Series all-through overpass |
| CN105002796A (en) * | 2015-07-20 | 2015-10-28 | 刘沛全 | Single-layer overpass without traffic lights on crossroads |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107829341A (en) * | 2017-11-30 | 2018-03-23 | 韦道禹 | Overpass at crossroads |
| CN108342934A (en) * | 2018-02-01 | 2018-07-31 | 冯阳 | A kind of rotor viaduct |
| CN108385458A (en) * | 2018-02-12 | 2018-08-10 | 陕西理工大学 | A kind of barrier-free crossroad mouth |
| CN110195389A (en) * | 2018-02-26 | 2019-09-03 | 缪卓伦 | The Chinese reverse left lateral smooth overpass of junction type |
| CN108642983A (en) * | 2018-06-01 | 2018-10-12 | 冯阳 | Overpass by overpass at crossroads |
| CN108914731A (en) * | 2018-08-06 | 2018-11-30 | 李先登 | Cost is lower, the higher automobile viaduct scheme of efficiency |
| CN113818298A (en) * | 2020-06-19 | 2021-12-21 | 李海军 | Barrier-free reverse crossroad flyover |
| CN112962374A (en) * | 2021-02-18 | 2021-06-15 | 河北飞纳网络科技有限公司 | Bridge and road combined structure capable of eliminating traffic lights and overhead bridges |
| CN113089400A (en) * | 2021-05-19 | 2021-07-09 | 李金胜 | Two-layer overpass with staggered cross-shaped crossroad |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106320119A (en) | Rotating disc type flyover | |
| WO2011140928A1 (en) | Composite bridge or composite tunnel for right-hand traffic composed of four 't'-shaped units | |
| CN102747661A (en) | Structure of torsional-type flyover based on urban road and use thereof | |
| CN106400634A (en) | X-shaped interchange overpass | |
| CN1047643C (en) | Road of grade-separated junction with three diverging interconnections | |
| CN106284009A (en) | Cross interchange overpass | |
| CN1149318C (en) | Interchange road | |
| CN201056663Y (en) | Full-function non-obstacle three-layer cloverleaf junction | |
| CN102900000B (en) | Comprehensive complete straight-through direct left-hand rotation right lateral viaduct | |
| CN202090253U (en) | Two crossroad full unblocked cross composite bridges of right turn bridges | |
| CN101487214A (en) | Humanized multifunctional intersection for urban crossroad | |
| WO2021093137A1 (en) | Underground rotary full-intercommunication crossroad and t-junction | |
| CN106245480A (en) | Back Word viaduct | |
| CN103526661A (en) | Triple path single-layer all-round overpass bridge | |
| CN207498760U (en) | Viaduct | |
| CN207498761U (en) | Viaduct | |
| CN207904682U (en) | A kind of eight-trigram type viaduct | |
| CN208440934U (en) | A kind of three ground separated interchange bridges | |
| CN106065551A (en) | A kind of without waiting for quickly through crossroad | |
| CN207904681U (en) | A kind of rotor viaduct | |
| CN100363558C (en) | Single-line full mutual passage one layer overpass | |
| CN201047047Y (en) | People-vehicle separated crossroad | |
| CN105002797B (en) | Man-vehicle-layered interchange type overpass | |
| CN204825536U (en) | Interchange bridge of people's car layering | |
| CN108914731A (en) | Cost is lower, the higher automobile viaduct scheme of efficiency |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170111 |
|
| RJ01 | Rejection of invention patent application after publication |