CN106320119A - Rotating disc type flyover - Google Patents

Rotating disc type flyover Download PDF

Info

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
road
craspedodrome
arterial highway
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
Application number
CN201610943411.3A
Other languages
Chinese (zh)
Inventor
冯阳
冯传浩
Original Assignee
冯阳
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 冯阳 filed Critical 冯阳
Priority to CN201610943411.3A priority Critical patent/CN106320119A/en
Publication of CN106320119A publication Critical patent/CN106320119A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/04Road crossings on different levels; Interconnections between roads on different levels
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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

Rotary disc type cloverleaf junction
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.
CN201610943411.3A 2016-11-02 2016-11-02 Rotating disc type flyover Pending CN106320119A (en)

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 (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385458A (en) * 2018-02-12 2018-08-10 陕西理工大学 A kind of barrier-free crossroad mouth
CN108914731A (en) * 2018-08-06 2018-11-30 李先登 Cost is lower, the higher automobile viaduct scheme of efficiency
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

Citations (6)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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 (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385458A (en) * 2018-02-12 2018-08-10 陕西理工大学 A kind of barrier-free crossroad mouth
CN108914731A (en) * 2018-08-06 2018-11-30 李先登 Cost is lower, the higher automobile viaduct scheme of efficiency
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
CN1047643C (en) Road of grade-separated junction with three diverging interconnections
CN1149318C (en) Interchange road
WO2021093137A1 (en) Underground rotary full-intercommunication crossroad and t-junction
CN202090253U (en) Two crossroad full unblocked cross composite bridges of right turn bridges
CN103526661A (en) Triple path single-layer all-round overpass bridge
CN201056663Y (en) Full-function non-obstacle three-layer cloverleaf junction
CN106065551A (en) A kind of without waiting for quickly through crossroad
CN102747661A (en) Structure of torsional-type flyover based on urban road and use thereof
CN101487214A (en) Humanized multifunctional intersection for urban crossroad
CN108914731A (en) Cost is lower, the higher automobile viaduct scheme of efficiency
CN105002797B (en) Man-vehicle-layered interchange type overpass
CN204825536U (en) Interchange bridge of people's car layering
CN106284009A (en) Cross interchange overpass
CN100363558C (en) Single-line full mutual passage one layer overpass
CN108342934A (en) A kind of rotor viaduct
CN201047047Y (en) People-vehicle separated crossroad
CN106400634A (en) X-shaped interchange overpass
CN102900000B (en) Comprehensive complete straight-through direct left-hand rotation right lateral viaduct
CN106400633A (en) T-shaped intersection overpass
CN207498760U (en) Viaduct
CN207498761U (en) Viaduct
CN106758621B (en) A kind of manifold type viaduct road structure of short distance two intersection
CN207987646U (en) System is canalized in intersection with bus zone

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170111

RJ01 Rejection of invention patent application after publication