CN102121221A - Flyover with five bridges - Google Patents
Flyover with five bridges Download PDFInfo
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- CN102121221A CN102121221A CN 201110051089 CN201110051089A CN102121221A CN 102121221 A CN102121221 A CN 102121221A CN 201110051089 CN201110051089 CN 201110051089 CN 201110051089 A CN201110051089 A CN 201110051089A CN 102121221 A CN102121221 A CN 102121221A
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- lane change
- road
- bridge
- turning
- graded crossing
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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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- Architecture (AREA)
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- Structural Engineering (AREA)
- Traffic Control Systems (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention aims to disclose a flyover with five bridges; the interchange of a straight road and a shallow-turn road is realized through a central main bridge and interchange lane-changing bridges, and a pedestrian passageway is positioned on the ground and can pass through the central main bridge; a sharp-turn road is not crossed with the straight road and the shallow-turn road but just crossed with the pedestrian passageway, thereby overcoming the defect of the flyover that the occupied area at an intersection is large and being suitable for being erected in the intersection of city roads; simultaneously, complete separation of people and vehicles can be realized, and the traffic accident at the intersection is avoided; the pedestrian passageway is positioned on the ground but the pedestrian underpass or pedestrian overbridge are not required to be built; the flyover with five bridges provides safe and smooth passageways for walking and bicycles in the city, and has a simple structure; and the flyover with five bridges can be used for achieving the purpose of the invention.
Description
Technical field
The present invention relates to a kind of overpass bridge structure, particularly a kind of five bridge overpass bridges as urban road and highway right-angled intersection overpass bridge.
Background technology
Needs along with the development and the traffic of road construction, vehicle increasing, urban road causes vehicle to stop up and is crowded at the crossing of at grade intersection, reduce road efficient, traffic accident also takes place easily, so overpass bridge has been built in many cities on traffic main artery and speedway, also must shunt and guide in the connection of loop wire and freeway net, to guarantee the unimpeded of traffic by large-scale interchange.
Existing overpass bridge has rhombus interchange viaduct, clover blade profile interchange viaduct, orthotype interchange viaduct, ring-like overpass bridge, four aspect overpass bridges etc., but the overpass bridge of existing these forms does not all solve four big route cross-cutting issues of turning, all be four big turnings to be placed on to cross in the crossing or be placed on the rotating disk shunt, so the overpass bridge of existing these forms has the shortcoming that floor space is big, pontic is high and access bridge is long, is not suitable at the little urban road construction of crossing area; Simultaneously, the cost of bridge construction is also than higher.
In sum, at the defective of prior art, need a kind of five bridge overpass bridges especially, to solve above-mentioned problem.
Summary of the invention
The object of the present invention is to provide a kind of five bridge overpass bridges, solve the defective of above-mentioned prior art, compare with existing overpass bridge structure, advantage such as have that floor space is little, pontic is low and access bridge is short, simple in structure.
Technical problem solved by the invention can realize by the following technical solutions:
A kind of five bridge overpass bridges, it comprises a pontic, it is characterized in that, described pontic comprises center master's bridge and at least three be used to the to make a return journey graded crossing lane change bridge of the big turning lane change of both direction, described center master's bridge location is in the centre of road cross, and described graded crossing lane change bridge location is in the middle of the branch road of all directions that road cross connects; Described graded crossing lane change bridge comprises that the one tunnel first turning lane change road and a tunnel that is used to the big turning lane change of direction is used to come the second largest turning lane change road of the big turning lane change of direction, and the centre on described first turning lane change road and described second largest turning lane change road is X type graded crossing setting; Under the condition of keeping to the right, the first turning lane change road of each described graded crossing lane change bridge is connected with the second largest turning lane change road of the described graded crossing lane change bridge in its left side by the road of described center master's bridge, under the condition that keeps left, the first turning lane change road of each described graded crossing lane change bridge is connected with the second largest turning lane change road of the described graded crossing lane change bridge on its right side by the road of described center master's bridge, the described first turning lane change road of the described graded crossing lane change bridge on the one side relative direction and described second largest turning lane change road are connected to form the first craspedodrome road of making a return journey on the side relative direction relative to each other, and the both sides of the described graded crossing lane change bridge on the opposite side relative direction are provided with the second craspedodrome road on the both direction of making a return journey; The both sides of described first craspedodrome road and the described second craspedodrome road are provided with the little turning road that is used for the linking-up road all directions.
In one embodiment of the invention, described center master's bridge comprises at least two connection roads of turning, one side of described two connection roads of turning connects the described first turning lane change road and the described second largest turning lane change road of the described graded crossing lane change bridge of a direction respectively, and the opposite side of described two connection roads of turning connects the described first turning lane change road or the described second largest turning lane change road of two the described graded crossing lane change bridges adjacent with this direction respectively.
In one embodiment of the invention, the turning radius that described turning connects road can require to adjust according to crossing condition and road, is suitable for setting up interchange viaduct in the restricted place of crossing area.
In one embodiment of the invention, the ground of described pontic below is provided with the walkway, described walkway comprises the loop-like sidewalk that is arranged on master's bridge below, described center and is arranged on the arcuation sidewalk in the described little turning road outside, passes through linkage path UNICOM between described loop-like sidewalk and the described arcuation sidewalk.
In one embodiment of the invention, the described first craspedodrome road is positioned on the same aspect of described graded crossing lane change bridge, and the described second craspedodrome road is positioned on the last aspect of described graded crossing lane change bridge or the described second craspedodrome road is positioned on the next aspect of described graded crossing lane change bridge.
In one embodiment of the invention, the described first craspedodrome road is positioned on the last aspect of described graded crossing lane change bridge, and the described second craspedodrome road is positioned on the next aspect of described graded crossing lane change bridge.
In one embodiment of the invention, the described first craspedodrome road is positioned on the next aspect of described graded crossing lane change bridge, and the described second craspedodrome road is positioned on the last aspect of described graded crossing lane change bridge.
In one embodiment of the invention, described first turning lane change road is positioned at the right side of described graded crossing lane change bridge, and described second largest turning lane change road is positioned at the left side of described graded crossing lane change bridge.
In one embodiment of the invention, described first turning lane change road is positioned at the left side of described graded crossing lane change bridge, and described second largest turning lane change road is positioned at the right side of described graded crossing lane change bridge.
In one embodiment of the invention, the centre position on described first turning lane change road and described second largest turning lane change road is the double-deck curved bridge of X type, and the centre position on described first turning lane change road is the tunnel form.
In one embodiment of the invention, the centre position on described first turning lane change road and described second largest turning lane change road is the double-deck curved bridge of X type, and the centre position on described second largest turning lane change road is the tunnel form.
Five bridge overpass bridges of the present invention, realize the interchange of craspedodrome road and big turning road by center master's bridge and graded crossing lane change bridge, the walkway is positioned at ground and can walks under the master's bridge of center, little turning road and craspedodrome road and big turning road do not have and intersect, only have and intersect with the walkway, avoided overpass bridge in the big shortcoming of crossing floor space, be adapted at setting up in the crossing of urban road, can realize that simultaneously people's car thoroughly shunts, avoid the crossing traffic accident, the walkway is in ground, and need not build underpass or set up pedestrian overcrossing, for the walking of incity, city and bicycle provide safe and smooth passage, simple in structure, realize purpose of the present invention.
Characteristics of the present invention can be consulted the detailed description of the graphic and following better embodiment of this case and be obtained to be well understood to.
Description of drawings
Fig. 1 is the structural representation of five bridge overpass bridges of the present invention.
Fig. 2 is the structural representation of another five bridges overpass bridge of the present invention.
Fig. 3 is the structural representation of five bridge overpass bridges of application of the present invention right side driving rule.
Fig. 4 is the schematic perspective view of five bridge overpass bridges of application of the present invention right side driving rule.
Fig. 5 is the structural representation of the double-deck curved bridge of X type of application of the present invention right side driving rule.
Fig. 6 is the structural representation of five bridge overpass bridges of application left driving rule of the present invention.
Fig. 7 is the schematic perspective view of five bridge overpass bridges of application left driving rule of the present invention.
Fig. 8 is the structural representation of the double-deck curved bridge of X type of application left driving rule of the present invention.
Fig. 9 is the structural representation of center of the present invention master's bridge.
Figure 10 is the structural representation of little turning road of the present invention.
Figure 11 is the structural representation of walkway of the present invention.
Figure 12 is applied as the structural representation of T-shaped grade separation for five bridge overpass bridges of the present invention.
The specific embodiment
For technological means, creation characteristic that the present invention is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the present invention.
As shown in Figure 1, five bridge overpass bridges of the present invention, it comprises a pontic 100, the headroom of pontic 100 and bridge type require according to specific design and decide; Pontic 100 comprises center master's bridge 120 and is used to make a return journey the graded crossing lane change bridge 130 of the big turning lane change of both direction, center master's bridge 120 is positioned at the centre of road cross, and graded crossing lane change bridge 130 is positioned at branch road 200 centres of all directions of road cross connection; Graded crossing lane change bridge 130 comprises that the one tunnel first turning lane change road 131 and a tunnel that is used to the big turning lane change of direction is used to come the second largest turning lane change road 132 of the big turning lane change of direction, and first turning lane change road 131 is X type graded crossing setting with the centre on second largest turning lane change road 132.
The first turning lane change road 131 of the graded crossing lane change bridge 130 on each direction is connected with the second largest turning lane change road 132 of the graded crossing lane change bridge 130 in its left side by the road of center master's bridge 120, the first turning lane change road 131 and the second largest turning lane change road 132 of the graded crossing lane change bridge 130 on the one side relative direction are connected to form the first craspedodrome road 140 of making a return journey on the side relative direction relative to each other, and the both sides of the graded crossing lane change bridge 130 on the opposite side relative direction are provided with the second craspedodrome road 150 on the both direction of making a return journey; The both sides of the first craspedodrome road 140 and the second craspedodrome road 150 are provided with the little turning road 160 that is used for the linking-up road all directions.
The ground of pontic 100 belows is provided with walkway 110, walkway 110 comprises loop-like sidewalk 111 that is arranged on master's bridge 120 belows, center and the arcuation sidewalk 112 that is arranged on little turning road 160 outsides, passes through linkage path 113 UNICOMs between loop-like sidewalk 111 and the arcuation sidewalk 112.
Being positioned in the middle of the crossroad of center master's bridge 120 is used for the interchange of the first craspedodrome road 140, the second craspedodrome road 150 and graded crossing lane change bridge 130, and the walkway 110 that is positioned at ground can be walked for 120 times from center master's bridge.Little turning road 160 can be positioned at ground in center master's bridge 120, have on ground if any 110 of walkwaies and walkway 110 and to intersect, little turning road 160 also can be in center master's bridge 120 and graded crossing lane change bridge 130 sustained heights, and walkway 110 can be walked under bridge like this.
In center master's bridge 120, the graded crossing lane change bridge 130 of all directions does not have intersection, is located on the height of liftoff about 3m, and turning radius can change according to crossing area and current the requirement.Little turning road 160 intersects with the first craspedodrome passage 140, the second craspedodrome road 150 and graded crossing lane change bridge 130 nothings, only have and intersect, if little turning road 160 is positioned on the bridge floor or is positioned at that ground is next can realize that the intercommunication formulas intersect with walkway 110 with walkway 110.
Be positioned at bridge floor or be positioned at ground according to the hierarchical structure, the little turning road 160 that have or not walkway 110, the first craspedodrome passage 140 and the second craspedodrome road 150 to be provided with, the traffic rules difference of driving of vehicle right side and vehicle left side driving, five bridge overpass bridges of the present invention have multiple implementation.
The first craspedodrome passage 140 and the second craspedodrome road 150 and graded crossing lane change bridge 130 graded crossing in the master's bridge 120 of center can be positioned at one deck on the graded crossing lane change bridge 130; Also can be positioned under the graded crossing lane change bridge 130 at B1, also will be positioned under the walkway 110 when walkway 110, ground is arranged; Wherein one tunnel craspedodrome is positioned at same one deck of center master's bridge 120, but this road craspedodrome wants reverse current in center master's bridge 120.
The first craspedodrome road 140 is positioned on the same aspect of graded crossing lane change bridge 130 (referring to Fig. 1 or Fig. 2), and the second craspedodrome road 150 is positioned on the next aspect that (referring to Fig. 1) on the last aspect of graded crossing lane change bridge 130 or the second craspedodrome road 150 be positioned at graded crossing lane change bridge 130 (referring to Fig. 2).
Equally, the first craspedodrome road 140 is positioned on the last aspect of graded crossing lane change bridge 130, and the second craspedodrome road 150 is positioned on the next aspect of graded crossing lane change bridge 130; Perhaps, the first craspedodrome road 140 is positioned on the next aspect of graded crossing lane change bridge 130, and the second craspedodrome road 150 is positioned on the last aspect of graded crossing lane change bridge 130.
As Fig. 3, Fig. 4, shown in Figure 5, traffic rules according to the driving of vehicle right side, the first turning lane change road 131 of graded crossing lane change bridge 130 is positioned at the right side of graded crossing lane change bridge 130, and second largest turning lane change road 132 is positioned at the left side of graded crossing lane change bridge 130; First turning lane change road 131 is the double-deck curved bridge of X type with the centre position on second largest turning lane change road 132, and the centre position on second largest turning lane change road 132 is the tunnel form.(referring to Fig. 5)
As Fig. 6, Fig. 7, shown in Figure 8, traffic rules according to the vehicle left side driving, the first turning lane change road 131 of graded crossing lane change bridge 130 is positioned at the left side of graded crossing lane change bridge 130, and second largest turning lane change road 132 is positioned at the right side of graded crossing lane change bridge 130; First turning lane change road 131 is the double-deck curved bridge of X type with the centre position on second largest turning lane change road 132, and the centre position on first turning lane change road 131 is the tunnel form.(referring to Fig. 8)
Big turning vehicle at first arrives ground big turning vehicle graded crossing lane change under the bridge floor of graded crossing lane change bridge 130 and the bridge through up access bridge, enter center master's bridge 120 through descending access bridge again, if the traffic rules of vehicle right side driving, by driving to ground under the bridge of graded crossing lane change bridge 130 in left side through descending access bridge again behind center master's bridge 120, if the traffic rules of vehicle left side driving, by driving to ground under the bridge of graded crossing lane change bridge 130 on right side through descending access bridge again behind center master's bridge 120, with the big turning vehicle graded crossing of bridge floor lane change.
Connecting first turning lane change road 131 connects road 121 with the turning on second largest turning lane change road 132 radius can require to adjust according to crossing area condition and road, can adapt to the restricted urban road of crossing area.
Graded crossing lane change bridge 130, underpass can be built into the pattern of curved tunnel, plays a supporting role simultaneously.Bridge is about and is 24m when turning radius is 40m, and its headroom and bridge type require according to specific design and decide.
As shown in Figure 9, center master's bridge 120 comprises at least two connection roads 121 of turning, the connection road 121 of turning is positioned on the same aspect in center master's bridge 120, two sides that turn to connect roads 121 connect the turn opposite side that connects road 121 of the first turning lane change road 131 of graded crossing lane change bridge 130 of a direction and 132, two on second largest turning lane change road respectively and connect the first turning lane change road 131 or the described second largest turning lane change road 132 of two the graded crossing lane change bridges 130 adjacent with this direction respectively.
When center master's bridge 120 was passed in walkway 110, turning, the outage degree was definite according to the headroom of walkway 110 to the greatest extent down for the bridge that connects road 121.Turning connection road 121 can be on identical horizontal plane, no longitudinal grade, but cross fall is arranged.The bridge lower support can adopt ~ span of 8m, thus lower the height that bridge floor thickness reduces whole bridge.
Little turning road 160 and the first craspedodrome passage 140, the second craspedodrome road 150 and graded crossing lane change bridge 130 do not have and intersect, have with walkway 110 to intersect, and can be positioned at ground, but can intersect with walkway 110 when walkway 110 is arranged; If little turning road 160 is positioned on the bridge floor or is positioned at that ground is next can realize that the intercommunication formulas intersect with walkway 110.(referring to Figure 10)
Build overpass bridge at urban road and need consider the walkway, in five bridge overpass bridges of the present invention, walkway 110 is placed on ground, be positioned at center master's bridge 120 times.Consider walking and that cyclists only is safe and smooth, the transit route of recommending dotted line to indicate for the rule of keeping to the right.Walkway under bridge is equivalent to the walkway rotary island.(referring to Figure 11)
The T-shaped grade separation can be built the T-shaped road junction in as the bridge type of deriving of five bridge grade separations, also can build the access of speedway in.
As shown in figure 12, in the T-shaped grade separation, pontic 100 comprises center master's bridge 120 and three graded crossing lane change bridges 130, and center master's bridge 120 is positioned at the centre of road cross, and graded crossing lane change bridge 130 is positioned at branch road 200 centres of three directions of road cross connection; Graded crossing lane change bridge 130 on branch road comprises first turning lane change road 131 and second largest turning lane change road 132, and first turning lane change road 131 is X type graded crossing setting with the centre on second largest turning lane change road 132; Two graded crossing lane change bridges 130 on turnpike road be one tunnel craspedodrome road 140 respectively with the graded crossing on first turning lane change road 131 and second largest turning lane change road 132.
The ground of pontic 100 belows is provided with walkway 110, walkway 110 comprises loop-like sidewalk 111 that is arranged on master's bridge 120 belows, center and the arcuation sidewalk 112 that is arranged on little turning road 160 outsides, passes through linkage path 113 UNICOMs between loop-like sidewalk 111 and the arcuation sidewalk 112.
Being positioned in the middle of the T-shaped road junction of center master's bridge 120, the walkway 110 that is positioned at ground can be walked for 120 times from center master's bridge.Little turning road 160 can be positioned at ground in center master's bridge 120, have on ground if any 110 of walkwaies and walkway 110 and to intersect, little turning road 160 also can be in center master's bridge 120 and graded crossing lane change bridge 130 sustained heights, and walkway 110 can be walked under bridge like this.
More than show and described basic principle of the present invention and principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications; these changes and improvements all fall in the claimed scope of the invention, and the claimed scope of the present invention is defined by appending claims and equivalent thereof
Claims (11)
1. bridge overpass bridge, it comprises a pontic, it is characterized in that, described pontic comprises center master's bridge and at least three be used to the to make a return journey graded crossing lane change bridge of the big turning lane change of both direction, described center master's bridge location is in the centre of road cross, and described graded crossing lane change bridge location is in the middle of the branch road of all directions that road cross connects; Described graded crossing lane change bridge comprises that the one tunnel first turning lane change road and a tunnel that is used to the big turning lane change of direction is used to come the second largest turning lane change road of the big turning lane change of direction, and the centre on described first turning lane change road and described second largest turning lane change road is X type graded crossing setting; Under the condition of keeping to the right, the first turning lane change road of each described graded crossing lane change bridge is connected with the second largest turning lane change road of the described graded crossing lane change bridge in its left side by the road of described center master's bridge, under the condition that keeps left, the first turning lane change road of each described graded crossing lane change bridge is connected with the second largest turning lane change road of the described graded crossing lane change bridge on its right side by the road of described center master's bridge, the described first turning lane change road of the described graded crossing lane change bridge on the one side relative direction and described second largest turning lane change road are connected to form the first craspedodrome road of making a return journey on the side relative direction relative to each other, and the both sides of the described graded crossing lane change bridge on the opposite side relative direction are provided with the second craspedodrome road on the both direction of making a return journey; The both sides of described first craspedodrome road and the described second craspedodrome road are provided with the little turning road that is used for the linking-up road all directions.
2. five bridge overpass bridges as claimed in claim 1, it is characterized in that, described center master's bridge comprises at least two connection roads of turning, one side of described two connection roads of turning connects the described first turning lane change road and the described second largest turning lane change road of the described graded crossing lane change bridge of a direction respectively, and the opposite side of described two connection roads of turning connects the described first turning lane change road or the described second largest turning lane change road of two the described graded crossing lane change bridges adjacent with this direction respectively.
3. five bridge overpass bridges as claimed in claim 2 is characterized in that, the turning radius that described turning connects road can require to adjust according to crossing condition and road, is suitable for setting up interchange viaduct in the restricted place of crossing area.
4. five bridge overpass bridges as claimed in claim 1, it is characterized in that, the ground of described pontic below is provided with the walkway, described walkway comprises the loop-like sidewalk that is arranged on master's bridge below, described center and is arranged on the arcuation sidewalk in the described little turning road outside, passes through linkage path UNICOM between described loop-like sidewalk and the described arcuation sidewalk.
5. five bridge overpass bridges as claimed in claim 1, it is characterized in that, the described first craspedodrome road is positioned on the same aspect of described graded crossing lane change bridge, and the described second craspedodrome road is positioned on the last aspect of described graded crossing lane change bridge or the described second craspedodrome road is positioned on the next aspect of described graded crossing lane change bridge.
6. five bridge overpass bridges as claimed in claim 1 is characterized in that, the described first craspedodrome road is positioned on the last aspect of described graded crossing lane change bridge, and the described second craspedodrome road is positioned on the next aspect of described graded crossing lane change bridge.
7. five bridge overpass bridges as claimed in claim 1 is characterized in that, the described first craspedodrome road is positioned on the next aspect of described graded crossing lane change bridge, and the described second craspedodrome road is positioned on the last aspect of described graded crossing lane change bridge.
8. five bridge overpass bridges as claimed in claim 1 is characterized in that, described first turning lane change road is positioned at the right side of described graded crossing lane change bridge, and described second largest turning lane change road is positioned at the left side of described graded crossing lane change bridge.
9. five bridge overpass bridges as claimed in claim 1 is characterized in that, described first turning lane change road is positioned at the left side of described graded crossing lane change bridge, and described second largest turning lane change road is positioned at the right side of described graded crossing lane change bridge.
10. five bridge overpass bridges as claimed in claim 1 is characterized in that, the centre position on described first turning lane change road and described second largest turning lane change road is the double-deck curved bridge of X type, and the centre position on described first turning lane change road is the tunnel form.
11. five bridge overpass bridges as claimed in claim 1 is characterized in that, the centre position on described first turning lane change road and described second largest turning lane change road is the double-deck curved bridge of X type, and the centre position on described second largest turning lane change road is the tunnel form.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110051089 CN102121221B (en) | 2011-03-03 | 2011-03-03 | Flyover with five bridges |
| PCT/CN2011/001768 WO2012116480A1 (en) | 2011-03-03 | 2011-10-24 | Five-flyover type multi-level junction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110051089 CN102121221B (en) | 2011-03-03 | 2011-03-03 | Flyover with five bridges |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102121221A true CN102121221A (en) | 2011-07-13 |
| CN102121221B CN102121221B (en) | 2013-06-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110051089 Active CN102121221B (en) | 2011-03-03 | 2011-03-03 | Flyover with five bridges |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN102121221B (en) |
| WO (1) | WO2012116480A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605694A (en) * | 2012-03-31 | 2012-07-25 | 张民 | T-junction flyover with pedestrian and vehicle lanes |
| WO2012116480A1 (en) * | 2011-03-03 | 2012-09-07 | Li Fabing | Five-flyover type multi-level junction |
| CN105887599A (en) * | 2016-05-31 | 2016-08-24 | 刘长寿 | Storied building type road junction for motor vehicles to travel on platform bridge and people to enjoy ground |
| CN110205886A (en) * | 2018-02-28 | 2019-09-06 | 靳晓燕 | A kind of grade separation traffic system |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1528982A (en) * | 2003-10-17 | 2004-09-15 | 吕乐民 | Two-deck full-directional direct-intercommunity overpass |
| CN101725100A (en) * | 2010-01-07 | 2010-06-09 | 大连海事大学 | Single-layer full interchange viaduct |
| CN101871194A (en) * | 2010-06-30 | 2010-10-27 | 赵殿龙 | Asymmetrical span type full-interchange overpass |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1194140C (en) * | 2003-04-09 | 2005-03-23 | 郭晶晶 | Tunnel-type intercommunicating overpass system |
| JP4538670B2 (en) * | 2004-03-08 | 2010-09-08 | 琢也 大野 | Urban unsigned three-dimensional intersection using hierarchical road |
| CN2751060Y (en) * | 2004-11-09 | 2006-01-11 | 贾长海 | Flyover bridge with parking space function |
| CN101831850A (en) * | 2010-04-09 | 2010-09-15 | 赵殿龙 | Layered throughout connection type overpass |
| CN102121221B (en) * | 2011-03-03 | 2013-06-12 | 李法兵 | Flyover with five bridges |
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2011
- 2011-03-03 CN CN 201110051089 patent/CN102121221B/en active Active
- 2011-10-24 WO PCT/CN2011/001768 patent/WO2012116480A1/en active Application Filing
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1528982A (en) * | 2003-10-17 | 2004-09-15 | 吕乐民 | Two-deck full-directional direct-intercommunity overpass |
| CN101725100A (en) * | 2010-01-07 | 2010-06-09 | 大连海事大学 | Single-layer full interchange viaduct |
| CN101871194A (en) * | 2010-06-30 | 2010-10-27 | 赵殿龙 | Asymmetrical span type full-interchange overpass |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012116480A1 (en) * | 2011-03-03 | 2012-09-07 | Li Fabing | Five-flyover type multi-level junction |
| CN102605694A (en) * | 2012-03-31 | 2012-07-25 | 张民 | T-junction flyover with pedestrian and vehicle lanes |
| CN105887599A (en) * | 2016-05-31 | 2016-08-24 | 刘长寿 | Storied building type road junction for motor vehicles to travel on platform bridge and people to enjoy ground |
| CN110205886A (en) * | 2018-02-28 | 2019-09-06 | 靳晓燕 | A kind of grade separation traffic system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102121221B (en) | 2013-06-12 |
| WO2012116480A1 (en) | 2012-09-07 |
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