CN106284009A - Cross interchange overpass - Google Patents
Cross interchange overpass Download PDFInfo
- Publication number
- CN106284009A CN106284009A CN201610904563.2A CN201610904563A CN106284009A CN 106284009 A CN106284009 A CN 106284009A CN 201610904563 A CN201610904563 A CN 201610904563A CN 106284009 A CN106284009 A CN 106284009A
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- overpass
- small
- craspedodrome
- sized
- hand rotation
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- 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
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- 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
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Abstract
Cross interchange overpass, the first craspedodrome and left-hand rotation overpass, the first craspedodrome overpass and the first right-hand rotation small-sized overpass of hump formula it is sequentially provided with from left to right on the right arterial highway of longitudinal direction arterial highway, north-south, the first right-hand rotation small-sized overpass of hump formula strides across arterial highway left with east orientation, cross road surface and connects, and arterial highway right with it, the left arterial highway symmetry of longitudinal direction arterial highway, north and south builds overpass；The the first craspedodrome small-sized overpass of hump formula and the 3rd right-hand rotation overpass is set on the right arterial highway of east orientation, 3rd right-hand rotation overpass strides across arterial highway right with north orientation, cross road surface and connects, the left arterial highway of east orientation is provided with the 4th craspedodrome small-sized overpass of hump formula and the first left-hand rotation small-sized overpass of hump formula, S-shaped the passing in track, the leftmost side, ground, east orientation right arterial highway connects with the described first left-hand rotation small-sized overpass of hump formula below the 4th craspedodrome small-sized overpass of hump formula, connected by the first left-hand rotation overpass arterial highway left with south orientation after first left-hand rotation hump formula small-sized overpass descending, west builds overpass to arterial highway with east orientation arterial highway symmetry.
Description
Technical field
The present invention relates to a kind of interchange overpass, particularly to a kind of cross interchange overpass.
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 cross intercommunication
Viaduct.This cross interchange overpass floor space is little, can bridge construction on the most former track；Pedestrian and non motorized vehicle is 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 shunting at the parting of the ways, intersect, turn
Technical problem.
The present invention is achieved by the following technical solutions:
Cross interchange overpass, including the longitudinal direction arterial highway, north-south and the horizontal arterial highway of East and West direction, the horizontal arterial highway that are positioned at ground floor
It is intersected in cross with longitudinal arterial highway to interlock portion,
The first craspedodrome and left-hand rotation overpass, the first craspedodrome it is sequentially provided with from left to right on the right arterial highway of longitudinal direction arterial highway, described north-south
Overpass and the first right-hand rotation small-sized overpass of hump formula, it is left with east orientation that the first right-hand rotation small-sized overpass of hump formula strides across cross road surface
Arterial highway connects, the left arterial highway of longitudinal direction arterial highway, described north-south is sequentially provided with from left to right the second craspedodrome and left-hand rotation overpass, the
Two craspedodrome overpass and the second right-hand rotation small-sized overpass of hump formula, the second right-hand rotation small-sized overpass of hump formula stride across cross road surface with
Arterial highway to the left, west connects, and first keeps straight on and after left-hand rotation overpass descending by road surface and the second small-sized overhead bridging of right-hand rotation hump formula
Logical, second keeps straight on is connected with the first right-hand rotation small-sized overpass of hump formula by road surface with after left-hand rotation overpass descending；
The the first craspedodrome small-sized overpass of hump formula and the 3rd right-hand rotation overpass it is provided with from left to right on the right arterial highway of described east orientation, the 3rd
Right-hand rotation overpass strides across arterial highway right with north orientation, cross road surface and connects, and it is small-sized that the left arterial highway of described east orientation is provided with the 4th craspedodrome hump formula
Overpass and the first left-hand rotation small-sized overpass of hump formula, track, the leftmost side, ground, east orientation right arterial highway is S-shaped passes the 4th craspedodrome camel
Connect with the described first left-hand rotation small-sized overpass of hump formula below the small-sized overpass of peak formula, the described first left-hand rotation small-sized height of hump formula
Being connected by the first left-hand rotation overpass arterial highway left with south orientation after bridge formation descending, described west is provided with the 3rd on arterial highway to the right from left to right
The small-sized overpass of craspedodrome hump formula and the 4th right-hand rotation overpass, the 4th right-hand rotation overpass strides across cross road surface with the right arterial highway of south orientation even
Logical, arterial highway to the left, described west is provided with the second craspedodrome small-sized overpass of hump formula and the second left-hand rotation small-sized overpass of hump formula, west
To the right track, the leftmost side, ground, arterial highway S-shaped pass below the second craspedodrome small-sized overpass of hump formula with described second left-hand rotation hump
The small-sized overpass of formula connects, left with north orientation by the second left-hand rotation overpass after described second left-hand rotation hump formula small-sized overpass descending
Arterial highway connects；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
As optimization, described first keeps straight on and is also connected with between left-hand rotation overpass and the second right-hand rotation small-sized overpass of hump formula
3rd left-hand rotation overpass, second keeps straight on and is also connected with the 4th left side between left-hand rotation overpass and the first right-hand rotation small-sized overpass of hump formula
Turn overpass.
As optimization, have additional the 4th right-hand rotation hump formula outside the described first right-hand rotation small-sized overpass of hump formula small-sized overhead
Bridge, has additional the 3rd right-hand rotation small-sized overpass of hump formula outside the described second right-hand rotation small-sized overpass of hump formula.
As optimization, described first craspedodrome overpass, the second craspedodrome overpass, the first craspedodrome small-sized overpass of hump formula,
The second craspedodrome small-sized overpass of hump formula, the 3rd craspedodrome small-sized overpass of hump formula and the 4th craspedodrome small-sized overpass of hump formula are equal
Being provided with two, the first craspedodrome overpass and the second craspedodrome overpass pass through in opposite direction, the first craspedodrome small-sized overpass of hump formula,
The second craspedodrome small-sized overpass of hump formula direction of passing through is consistent, the 3rd craspedodrome small-sized overpass of hump formula, the 4th craspedodrome hump formula
Small-sized overpass direction of passing through is consistent, and the first craspedodrome small-sized overpass of hump formula and the 3rd craspedodrome small-sized overpass of hump formula 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, described first craspedodrome overpass, the second craspedodrome overpass, the first craspedodrome small-sized overpass of hump formula,
Under the second craspedodrome small-sized overpass of hump formula, the 3rd craspedodrome small-sized overpass of hump formula and the 4th craspedodrome small-sized overpass of hump formula
Shoe it is additionally provided with at road.
As optimization, described first craspedodrome overpass, the second craspedodrome overpass, the first craspedodrome small-sized overpass of hump formula,
On the second craspedodrome small-sized overpass of hump formula, the 3rd craspedodrome small-sized overpass of hump formula and the 4th craspedodrome small-sized overpass of hump formula
It is additionally provided with rain and snow shed.
The invention has the beneficial effects as follows:
One, cross interchange overpass significant advantage is that the motor vehicles of different travel direction realize point at the parting of the ways
Flow, intersect, turn, 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 pedestrian and non motorized vehicle can be the fastest without signal lights
Speed is passed through.
Three, 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.
Four, floor space is little and layering is few.
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 cross interchange overpass is described further:
Fig. 1 is the main TV structure schematic diagram of cross interchange overpass；
Fig. 2 is the perspective view of cross interchange overpass.
In figure: 1 be the first craspedodrome overpass, 2 be the first right-hand rotation small-sized overpass of hump formula, 3 be the first craspedodrome and left-hand rotation
Overpass, 4 be the second craspedodrome overpass, 5 be the second right-hand rotation small-sized overpass of hump formula, 6 be the second craspedodrome and left-hand rotation overpass,
7 be the first craspedodrome small-sized overpass of hump formula, 8 be the second craspedodrome small-sized overpass of hump formula, 9 be the 3rd right-hand rotation overpass, 10
Be the first left-hand rotation small-sized overpass of hump formula, 11 be the first left-hand rotation overpass, 12 be the 3rd craspedodrome small-sized overpass of hump formula, 13
Be the 4th craspedodrome small-sized overpass of hump formula, 14 be the 4th right-hand rotation overpass, 15 be the second left-hand rotation small-sized overpass of hump formula, 16
It is the second left-hand rotation overpass, 17 is the 3rd left-hand rotation overpass, 18 is the 4th left-hand rotation overpass, 19 is that the 3rd right-hand rotation hump formula is small-sized
Overpass, 20 it is the 4th right-hand rotation small-sized overpass of hump formula.
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.
As shown in Figure 1, 2, cross interchange overpass, overall in cross construction, including the north-south being positioned at ground floor
Longitudinal arterial highway and the horizontal arterial highway of East and West direction, horizontal arterial highway and longitudinal arterial highway be intersected in cross and interlock portion,
It is sequentially provided with the first craspedodrome on the right arterial highway of longitudinal direction arterial highway, described north-south from left to right and left-hand rotation overpass 3, first is straight
Row overpass 1 and the first right-hand rotation small-sized overpass of hump formula 2, the first right-hand rotation small-sized overpass of hump formula 2 stride across cross road surface with
The left arterial highway of east orientation connects, and the left arterial highway of longitudinal direction arterial highway, described north-south is sequentially provided with the second craspedodrome from left to right and turns left overhead
Bridge the 6, second craspedodrome overpass 4 and the second right-hand rotation small-sized overpass of hump formula 5, the second right-hand rotation small-sized overpass of hump formula 5 strides across
Cross road surface connects with arterial highway to the left, west, and first keeps straight on and after left-hand rotation overpass 3 descending by road surface and the second right-hand rotation hump formula
Small-sized overpass 5 connects, and second keeps straight on and after left-hand rotation overpass 6 descending by road surface and the first right-hand rotation small-sized overpass of hump formula
2 connections；
The the first craspedodrome small-sized overpass of hump formula 7 and the 3rd right-hand rotation overpass 9 it is provided with from left to right on the right arterial highway of described east orientation, the
Three right-hand rotation overpass 9 stride across arterial highway right with north orientation, cross road surface and connect, and the left arterial highway of described east orientation is provided with the 4th craspedodrome hump formula
Small-sized overpass 13 and the first left-hand rotation small-sized overpass of hump formula 10, track, the leftmost side, ground, east orientation right arterial highway is S-shaped passes
Connecting with the described first left-hand rotation small-sized overpass of hump formula 10 below the four craspedodrome small-sized overpass of hump formula 13, described first turns left
Connected, on arterial highway to the right, described west by the first left-hand rotation overpass 11 arterial highway left with south orientation after hump formula small-sized overpass 10 descending
Being provided with the 3rd craspedodrome small-sized overpass of hump formula 12 and the 4th right-hand rotation overpass 14 from left to right, the 4th right-hand rotation overpass 14 strides across
Arterial highway right with south orientation, cross road surface connects, and arterial highway to the left, described west is provided with the second craspedodrome small-sized overpass of hump formula 8 and second
The small-sized overpass of left-hand rotation hump formula 15, track, the leftmost side, ground, arterial highway to the right, west is S-shaped passes the second craspedodrome small-sized height of hump formula
Connect with the described second left-hand rotation small-sized overpass of hump formula 15 below bridge formation 8, the described second left-hand rotation small-sized overpass of hump formula 15
Connected by the second left-hand rotation overpass 16 arterial highway left with north orientation after descending；
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.
Concrete, described first keeps straight on and is also connected with between left-hand rotation overpass 3 and the second right-hand rotation small-sized overpass of hump formula 5
3rd left-hand rotation overpass 17, second keeps straight on and is also connected with the between left-hand rotation overpass 6 and the first right-hand rotation small-sized overpass of hump formula 2
Four left-hand rotation overpass 18.It is so designed that, builds science, improve vehicle pass-through efficiency.
Concrete, have additional the 4th right-hand rotation hump formula outside the described first right-hand rotation small-sized overpass of hump formula 2 small-sized overhead
Bridge 20, has additional the 3rd right-hand rotation small-sized overpass of hump formula 19 outside the described second right-hand rotation small-sized overpass of hump formula 5.So set
Meter, builds science, is effectively improved vehicle pass-through efficiency.
Concrete, described first craspedodrome overpass the 1, second craspedodrome overpass the 4, first craspedodrome small-sized overpass of hump formula 7,
The second craspedodrome small-sized overpass of hump formula the 8, the 3rd craspedodrome small-sized overpass of hump formula 12 and the 4th craspedodrome hump formula are small-sized overhead
Bridge 13 is equipped with two, and the first craspedodrome overpass 1 and the second craspedodrome overpass 4 pass through in opposite direction, and the first craspedodrome hump formula is little
Type overpass the 7, second craspedodrome small-sized overpass of hump formula 8 direction of passing through is consistent, the 3rd craspedodrome small-sized overpass of hump formula 12, the
The four craspedodrome small-sized overpass of hump formula 13 direction of passing through is consistent, the first craspedodrome small-sized overpass of hump formula 7 and the 3rd craspedodrome hump
The small-sized overpass of formula 12 passes through in opposite direction.It is so designed that, improves vehicle pass-through efficiency further.
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, described first craspedodrome overpass the 1, second craspedodrome overpass the 4, first craspedodrome small-sized overpass of hump formula 7,
The second craspedodrome small-sized overpass of hump formula the 8, the 3rd craspedodrome small-sized overpass of hump formula 12 and the 4th craspedodrome hump formula are small-sized overhead
Qiao13Xia is additionally provided with shoe at road.It is so designed that, is effectively improved road safety.
Concrete, described first craspedodrome overpass the 1, second craspedodrome overpass the 4, first craspedodrome small-sized overpass of hump formula 7,
The second craspedodrome small-sized overpass of hump formula the 8, the 3rd craspedodrome small-sized overpass of hump formula 12 and the 4th craspedodrome hump formula are small-sized overhead
Rain and snow shed it is additionally provided with on bridge 13.It is so designed that, is effectively improved road safety.
Concrete, the first craspedodrome overpass 1, first is kept straight on and left-hand rotation overpass 3 is lighted together slope and keeps same absolute altitude,
First craspedodrome and left-hand rotation overpass 3 descending are kept straight on and the height that turns left early than the first craspedodrome overpass 1, the second craspedodrome overpass 4, second
Bridge formation 6 is lighted together slope and keeps same absolute altitude, and the second craspedodrome and 6 times bridges of left-hand rotation overpass are early than the second craspedodrome overpass 4；The
Three craspedodrome overpass7, the 3rd right-hand rotation overpass 9 is lighted together slope and keeps same absolute altitude, and the second craspedodrome hump formula is small-sized overhead
Bridge the 8, second right-hand rotation small-sized overpass of hump formula 5 with place descending and keeps same absolute altitude, and the first craspedodrome hump formula is small-sized overhead
Bridge 7 is descending below the first craspedodrome overpass 1, the second craspedodrome small-sized overpass of hump formula 8 below the second craspedodrome overpass 4 on
Slope, the 3rd craspedodrome small-sized overpass of hump formula the 12, the 4th right-hand rotation overpass 14 lights together slope and keeps same absolute altitude, and the 4th is straight
The small-sized overpass of row hump formula the 13, first right-hand rotation small-sized overpass of hump formula 2 with place descending and keeps same absolute altitude, and the 3rd is straight
The small-sized overpass of row hump formula 12 is descending below the second craspedodrome overpass 4, and the 4th craspedodrome small-sized overpass of hump formula 13 is in
Go up a slope below one craspedodrome overpass 1；First left-hand rotation overpass 11 and the 4th right-hand rotation overpass 14 in the left arterial highway of south orientation road, second
Left-hand rotation overpass 16 and the 3rd right-hand rotation overpass 9 are in the left arterial highway of north orientation road.It is so designed that, builds scientific and reasonable, floor space
Little, and it is effectively improved vehicle pass-through efficiency.
It addition, the first right-hand rotation small-sized overpass of hump formula the 2, the second right-hand rotation small-sized overpass of hump formula the 5, second craspedodrome hump
The small-sized overpass of formula the 8, the 4th craspedodrome small-sized overpass of hump formula the 13, the 3rd right-hand rotation small-sized overpass of hump formula the 19, the 4th is turned right
The small-sized overpass of hump formula 20 bridge construction from low to high and intermediate altitude are 3 meters, and highest point is 5 meters；First craspedodrome hump formula is small-sized
Overpass the 7, the first left-hand rotation small-sized overpass of hump formula the 10, the 3rd craspedodrome small-sized overpass of hump formula the 12, second left-hand rotation hump formula
The height of small-sized overpass 15 all less than 3 meters, the first left-hand rotation small-sized overpass of hump formula the 10, second left-hand rotation small-sized height of hump formula
Building bridge, 15 is longer and total length is less than 70 meters；The different directions gradient is different, and upward slope laxation slope is steep.It is so designed that, construction section
Learning, and be more beneficial for facilitating pedestrian and non motorized vehicle to pass through, vehicle is current on bridge, and pedestrian and non motorized vehicle is current under bridge,
So pedestrian and non motorized vehicle undesired signal lamp can pass through safely and fast.
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 (7)
1. a cross interchange overpass, 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, it is characterised in that
Be sequentially provided with from left to right on the right arterial highway of longitudinal direction arterial highway, described north-south the first craspedodrome and left-hand rotation overpass (3), first
Craspedodrome overpass (1) and the first small-sized overpass of right-hand rotation hump formula (2), the first small-sized overpass of right-hand rotation hump formula (2) strides across ten
Arterial highway left with east orientation, word road surface connects, the left arterial highway of longitudinal direction arterial highway, described north-south is sequentially provided with from left to right the second craspedodrome and
Left-hand rotation overpass (6), the second craspedodrome overpass (4) and the second small-sized overpass of right-hand rotation hump formula (5), the second right-hand rotation hump formula is little
Type overpass (5) strides across cross road surface and connects with arterial highway to the left, west, and first keeps straight on and pass through road surface after left-hand rotation overpass (3) descending
Connecting with the second small-sized overpass of right-hand rotation hump formula (5), second keeps straight on and after left-hand rotation overpass (6) descending by road surface and first
The small-sized overpass of right-hand rotation hump formula (2) connects；
The the first small-sized overpass of craspedodrome hump formula (7) and the 3rd right-hand rotation overpass it is provided with from left to right on the right arterial highway of described east orientation
(9), the 3rd right-hand rotation overpass (9) strides across arterial highway right with north orientation, cross road surface and connects, and it is straight that the left arterial highway of described east orientation is provided with the 4th
The small-sized overpass of row hump formula (13) and the first small-sized overpass of left-hand rotation hump formula (10), track, the leftmost side, ground, east orientation right arterial highway
S-shaped the 4th small-sized overpass of craspedodrome hump formula (13) lower section that passes connects with the described first small-sized overpass of left-hand rotation hump formula (10)
Logical, after described first left-hand rotation hump formula small-sized overpass (10) descending by the first left-hand rotation overpass (11) with the left arterial highway of south orientation even
Logical, arterial highway to the right, described west is provided with the 3rd small-sized overpass of craspedodrome hump formula (12) and the 4th right-hand rotation overpass from left to right
(14), the 4th right-hand rotation overpass (14) strides across arterial highway right with south orientation, cross road surface and connects, and arterial highway to the left, described west is provided with second
The small-sized overpass of craspedodrome hump formula (8) and the second small-sized overpass of left-hand rotation hump formula (15), the west leftmost side, ground, arterial highway car to the right
Road is S-shaped passes the second small-sized overpass of craspedodrome hump formula (8) lower section and the described second small-sized overpass of left-hand rotation hump formula (15)
Connection, by the second left-hand rotation overpass (16) and the left arterial highway of north orientation after described second left-hand rotation hump formula small-sized overpass (15) descending
Connection；
Longitudinal arterial highway is equipped with pedestrian and non motorized vehicle road with the both sides of horizontal arterial highway.
Cross interchange overpass the most as claimed in claim 1, it is characterised in that: described first keeps straight on and left-hand rotation overpass
(3) being also connected with the 3rd left-hand rotation overpass (17) between and the second small-sized overpass of right-hand rotation hump formula (5), second keeps straight on and the height that turns left
Build bridge (6) and be also connected with the 4th left-hand rotation overpass (18) between the first small-sized overpass of right-hand rotation hump formula (2).
Cross interchange overpass the most as claimed in claim 1, it is characterised in that: described first right-hand rotation hump formula is small-sized overhead
Bridge (2) outside has additional the 4th small-sized overpass of right-hand rotation hump formula (20), and the described second small-sized overpass of right-hand rotation hump formula (5) is outward
Side has additional the 3rd small-sized overpass of right-hand rotation hump formula (19).
Cross interchange overpass the most as claimed in claim 1, it is characterised in that: described first craspedodrome overpass (1), second
Craspedodrome overpass (4), the first small-sized overpass of craspedodrome hump formula (7), the second small-sized overpass of craspedodrome hump formula (8), the 3rd straight
The small-sized overpass of row hump formula (12) and the 4th small-sized overpass of craspedodrome hump formula (13) are equipped with two, the first craspedodrome overpass
(1) and the second craspedodrome overpass (4) is current in opposite direction, the first small-sized overpass of craspedodrome hump formula (7), the second craspedodrome hump formula
The current direction of small-sized overpass (8) is consistent, and the 3rd small-sized overpass of craspedodrome hump formula (12), the 4th craspedodrome hump formula are small-sized overhead
The current direction of bridge (13) is consistent, the first small-sized overpass of craspedodrome hump formula (7) and the 3rd small-sized overpass of craspedodrome hump formula (12)
Current in opposite direction.
Cross interchange overpass the most as claimed in claim 1, it is characterised in that: longitudinal direction arterial highway, described north-south and East and West direction
Laterally it is equipped with two-way pedestrian and non motorized vehicle road under the viaduct on arterial highway.
Cross interchange overpass the most as claimed in claim 1, it is characterised in that: described first craspedodrome overpass (1), second
Craspedodrome overpass (4), the first small-sized overpass of craspedodrome hump formula (7), the second small-sized overpass of craspedodrome hump formula (8), the 3rd straight
The small-sized overpass of row hump formula (12) and the 4th craspedodrome hump formula small-sized overpass (13) Xia Daochu are additionally provided with shoe.
Cross interchange overpass the most as claimed in claim 1, it is characterised in that: described first craspedodrome overpass (1), second
Craspedodrome overpass (4), the first small-sized overpass of craspedodrome hump formula (7), the second small-sized overpass of craspedodrome hump formula (8), the 3rd straight
It is additionally provided with rain and snow shed in the small-sized overpass of row hump formula (12) and the 4th small-sized overpass of craspedodrome hump formula (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610904563.2A CN106284009A (en) | 2016-10-18 | 2016-10-18 | Cross interchange overpass |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610904563.2A CN106284009A (en) | 2016-10-18 | 2016-10-18 | Cross interchange overpass |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284009A true CN106284009A (en) | 2017-01-04 |
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ID=57718393
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610904563.2A Pending CN106284009A (en) | 2016-10-18 | 2016-10-18 | Cross interchange overpass |
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| Country | Link |
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| CN (1) | CN106284009A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108166344A (en) * | 2018-01-31 | 2018-06-15 | 冯阳 | Semi-submersible type viaduct |
| CN108330759A (en) * | 2018-01-31 | 2018-07-27 | 冯阳 | Y type mutilevel overpass |
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| CN200946231Y (en) * | 2006-09-26 | 2007-09-12 | 张航 | Direct-pass type single storied all-interflow crossroad for pedestrian |
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| CN108330759A (en) * | 2018-01-31 | 2018-07-27 | 冯阳 | Y type mutilevel overpass |
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