CN106223147A - A kind of six limit formula viaducts - Google Patents
A kind of six limit formula viaducts Download PDFInfo
- Publication number
- CN106223147A CN106223147A CN201610624577.9A CN201610624577A CN106223147A CN 106223147 A CN106223147 A CN 106223147A CN 201610624577 A CN201610624577 A CN 201610624577A CN 106223147 A CN106223147 A CN 106223147A
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- CN
- China
- Prior art keywords
- major trunk
- trunk roads
- ground
- ring road
- node
- Prior art date
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- Granted
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- 238000002955 isolation Methods 0.000 claims abstract description 9
- 230000004927 fusion Effects 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
The invention discloses a kind of six limit formula viaducts, including ground major trunk roads and unsettled ring road, ground major trunk roads constitute hexagon shape, ground major trunk roads are drawn outward on hexagonal each summit, hexagonal each summit forms a node, each node has three major trunk roads to converge, every ground major trunk roads are provided with unsettled ring road to the ground major trunk roads that another turns left, the head end of unsettled ring road is located at the right of major trunk roads entering node, and turn left with it the right of major trunk roads in direction of end is converged.The both sides of every ground major trunk roads are equipped with bicycle lane, and centre is equipped with isolation strip.The method can be widely used in different kinds of roads traffic system, effectively alleviate that crossing traffic is crowded, need situation about waiting traffic lights, saved the time of pedestrian and motor vehicles, it also avoid the generation of vehicle accident simultaneously.
Description
Technical field
The present invention relates to a kind of road traffic system, particularly relate to a kind of viaduct.
Background technology
Along with the development of society, vehicle gets more and more, and thing followed congested with cars problem is the most serious.Intersection or ten
Word crossing is the emphasis of traffic jam, and the traffic jam of crossroad, mainly due to parking time signal lights (traffic lights),
And vehicle left-hand turns and causes.
Summary of the invention
The problem to be solved in the present invention is to provide a kind of six the most convenient, safe and reliable limit formula viaducts.
For solve the problems referred to above, the invention provides a kind of six limit formula viaducts, this viaduct include ground major trunk roads and
Unsettled ring road, the hexagonal shape of ground major trunk roads, draw ground major trunk roads, hexagon outward on hexagonal each summit
Each summit form a node, each node has three major trunk roads to converge, and every ground major trunk roads are to another left-hand bend
Ground major trunk roads be provided with unsettled ring road.
As a further improvement on the present invention, the head end of unsettled ring road is located at the right of the ground major trunk roads entering node,
Turn left with it the right of ground major trunk roads in direction of end is converged.
As a further improvement on the present invention, the interlude of unsettled ring road is provided with bridge pier, and described bridge pier is fixed on ground master
On arterial highway, act the effect supporting unsettled ring road, one or more can be set according to practical situation.
As a further improvement on the present invention, the fusion center of each node is provided with triangle center band, because be not herein
There is the blank spot of vehicle pass-through, can be as the interim place processing traffic problems.
As a further improvement on the present invention, the both sides of every major trunk roads are equipped with bicycle lane, for pedestrian or voluntarily
Car, electric motor car are gone together, and avoid the phenomenon scrambled for roads with motor road.
As a further improvement on the present invention, the centre of every major trunk roads is equipped with isolation strip, by direct motion and retrograde road
Separate, and on isolation strip, be provided with the mouth that turns around, can turn around in time for going to the wrong way the vehicle of road.
As a further improvement on the present invention, the both sides of described unsettled ring road are provided with guardrail, play safety protection function, it is to avoid
Pedestrian, vehicle drop under viaduct.
The invention has the beneficial effects as follows:
By arranging the road traffic system of unsettled ring road, efficiently solve crossing wagon flow and collect the problem blocked up, and need
The problem of traffic lights to be waited, solves the wagon flow burden of crossroad, it is not necessary to wait traffic lights, saved vehicle and pedestrian
Time, it is to avoid the generation of vehicle accident.
Accompanying drawing explanation
For the technical scheme being illustrated more clearly that in the embodiment of the present invention, in embodiment being described below required for make
Accompanying drawing be briefly described, it should be apparent that, below describe in accompanying drawing be only some embodiments of the present invention, for
From the point of view of those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other according to these accompanying drawings
Accompanying drawing, wherein:
Fig. 1 is top view of the present invention, illustrates whole structure；
Fig. 2 is the individual node figure of the present invention, detail display detail section.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, those of ordinary skill in the art obtained under not making creative work premise all other
Embodiment, broadly falls into the scope of protection of the invention.
Refering to Fig. 1, Fig. 2, the invention provides a kind of six limit formula viaducts, the present embodiment includes ground major trunk roads 1 He
Unsettled ring road 2, the hexagonal shape of ground major trunk roads 1, ground major trunk roads 1 are drawn outward on hexagonal each summit, six
Each summit of limit shape forms a node, and each node has three major trunk roads to converge, and every major trunk roads 1 turn left to another
Major trunk roads 1 be provided with unsettled ring road 2.The head end of unsettled ring road 2 is located at the right of the ground major trunk roads 1 entering node, end
Turn left with it the right of ground major trunk roads 1 in direction is converged.The interlude of unsettled ring road 2 is provided with bridge pier 21, and bridge pier 21 is fixed
On ground major trunk roads 1, act the effect supporting unsettled ring road 2.Bridge pier 21 can arrange one or more according to practical situation,
The present embodiment arranges one.The both sides of unsettled ring road 2 can arrange guardrail, plays safety protection function, it is to avoid pedestrian, vehicle fall
Fall under viaduct.The fusion center of each node is provided with triangle center band 15, because be the blank not having vehicle pass-through herein
Point, can be as the interim place processing traffic problems.The both sides of every ground major trunk roads 1 are equipped with bicycle lane 12, supply
Pedestrian or bicycle, electric motor car colleague, avoid the phenomenon scrambled for roads with motor road.The centre of every ground major trunk roads 1 is all provided with
There is isolation strip 13, direct motion and retrograde road are separated, and on isolation strip, is provided with the mouth 14 that turns around, for going to the wrong way the vehicle of road
Can turn around in time.
Refering to Fig. 2, for the individual node enlarged drawing of the present invention, there are tri-crossings of A, B, C respectively, also with regard to three ground trunks
Road 1, every ground major trunk roads 1 are provided with 6 tracks, are 1-6 respectively.Wherein, the 1st track and the 6th track are bicycle lane, car
Road 2,3,4,5 is car lane.The specific implementation method of the present invention is described as a example by C crossing: when pedestrian is intended to turn left to be bent to A crossing
The when of going, walk from the 1st track at C crossing along the right, then on unsettled ring road 2, arrive A crossing by unsettled ring road 2
The 6th track.When motor vehicles be intended to turn left to be bent to A crossing be also by it on the right of unsettled ring road 2.It is bent to when motor vehicles is intended to turn right
During B crossing, directly walk ground major trunk roads 1, unsettled ring road need not be gone up.Three unsettled ring roads 2 on each node are the most inconsistent,
In the present embodiment: the unsettled ring road 2 at A crossing to B crossing is in the bottom, the unsettled ring road 2 at C crossing to A crossing is in second
Layer, B crossing is in the superiors to C crossing.Three layers of unsettled ring road 2 are the most non-cross, and namely vehicle travels any
Article one, on unsettled ring road 2, intersect all without with another unsettled ring road 2, the problem avoiding intersection.
The solution that motor vehicles is gone to the wrong way: such as motor vehicles is intended to from C crossing toward A crossing, travels in track 3, works as arrival
Unsettled ring road 2 initiating terminal before point, upper unsettled ring road 2 of not turning right, but the triangle center band 15 of point of keeping straight on,
Then cause turning left and be bent to A crossing.At this time motor vehicles can be turned right toward direction, B crossing, finds in the middle of isolation strip 13
The draught animals 14, turns around according to arrow direction indication, sails the 3rd track at B crossing into, turns right the when of then arriving fusion center,
Sail A crossing into.Therefore the mouth 14 that turns around is set on isolation strip 13 and can conveniently go to the wrong way the vehicle of road and turn around.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, that is made any repaiies
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (7)
1. a six limit formula viaduct, including ground major trunk roads (1) and unsettled ring road (2), it is characterised in that described ground trunk
Road (1) hexagonal shape, draws a ground major trunk roads (1), hexagonal each summit outward on hexagonal each summit
Forming a node, each node has three major trunk roads (1) to converge, the ground that every ground major trunk roads (1) is turned left to another
Face major trunk roads (1) are provided with unsettled ring road (2).
A kind of six limit formula viaducts the most according to claim 1, it is characterised in that: the head end of described unsettled ring road (2) sets
In entering the right of major trunk roads (1) of node, turn left with it the right of major trunk roads (1) in direction of end is converged.
3. according to a kind of six limit formula viaducts according to claim 1, it is characterised in that: in described unsettled ring road (2)
Between section be provided with bridge pier (21), described bridge pier (21) is fixed on (1) on the major trunk roads of ground.
4. according to a kind of six limit formula viaducts according to claim 1, it is characterised in that: the fusion center of described node sets
There is triangle center band (15).
5. according to a kind of six limit formula viaducts according to claim 1, it is characterised in that: every ground major trunk roads (1)
Both sides are equipped with bicycle lane (12).
6. according to a kind of six limit formula viaducts according to claim 1, it is characterised in that: every ground major trunk roads (1)
Centre is equipped with isolation strip (13), is provided with the mouth that turns around (14) between two isolation strip (13).
7. according to a kind of six limit formula viaducts according to claim 1, it is characterised in that: the two of described unsettled ring road (2)
While be provided with guardrail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610624577.9A CN106223147B (en) | 2016-08-02 | 2016-08-02 | A kind of six side formula viaducts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610624577.9A CN106223147B (en) | 2016-08-02 | 2016-08-02 | A kind of six side formula viaducts |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106223147A true CN106223147A (en) | 2016-12-14 |
| CN106223147B CN106223147B (en) | 2018-10-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610624577.9A Active CN106223147B (en) | 2016-08-02 | 2016-08-02 | A kind of six side formula viaducts |
Country Status (1)
| Country | Link |
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| CN (1) | CN106223147B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109272758A (en) * | 2018-09-20 | 2019-01-25 | 蓝静怡 | It is a kind of to can be used for controlling system of traffic light of the Y-shaped road without cross system |
| CN114592390A (en) * | 2022-04-19 | 2022-06-07 | 四川省交通勘察设计研究院有限公司 | Three-way grade-separated crossing complex traffic road in residential quarter |
Citations (9)
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|---|---|---|---|---|
| NL1005703C1 (en) * | 1997-04-02 | 1998-10-05 | Lambertus Gerrit Hendrik Fortu | Traffic roundabout for junction between major and minor roads |
| KR100213836B1 (en) * | 1996-08-17 | 1999-08-02 | 이진국 | Road clossing on different level |
| CN2535437Y (en) * | 2002-04-15 | 2003-02-12 | 李华绪 | Semi-sink internal circuit type overpass |
| CN1973090A (en) * | 2004-07-02 | 2007-05-30 | 斯坦尼斯洛瓦斯·布特利奥斯卡斯 | Road junction |
| CN101906744A (en) * | 2010-07-29 | 2010-12-08 | 赵殿龙 | Outward turning type interchange flyover with multiple road junctions |
| CN202401358U (en) * | 2011-11-30 | 2012-08-29 | 李亚军 | Arc overpass |
| CN202744914U (en) * | 2012-06-27 | 2013-02-20 | 李天胜 | Multi-crossing overpass |
| CN203923826U (en) * | 2014-03-21 | 2014-11-05 | 上海市政交通设计研究院有限公司 | Grade separation structure is intersected on a kind of six tunnels |
| CN104532706A (en) * | 2014-12-29 | 2015-04-22 | 倪既民 | Intercommunication intersection for light-load low-layer height upper and lower counter passing highways |
-
2016
- 2016-08-02 CN CN201610624577.9A patent/CN106223147B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100213836B1 (en) * | 1996-08-17 | 1999-08-02 | 이진국 | Road clossing on different level |
| NL1005703C1 (en) * | 1997-04-02 | 1998-10-05 | Lambertus Gerrit Hendrik Fortu | Traffic roundabout for junction between major and minor roads |
| CN2535437Y (en) * | 2002-04-15 | 2003-02-12 | 李华绪 | Semi-sink internal circuit type overpass |
| CN1973090A (en) * | 2004-07-02 | 2007-05-30 | 斯坦尼斯洛瓦斯·布特利奥斯卡斯 | Road junction |
| CN101906744A (en) * | 2010-07-29 | 2010-12-08 | 赵殿龙 | Outward turning type interchange flyover with multiple road junctions |
| CN202401358U (en) * | 2011-11-30 | 2012-08-29 | 李亚军 | Arc overpass |
| CN202744914U (en) * | 2012-06-27 | 2013-02-20 | 李天胜 | Multi-crossing overpass |
| CN203923826U (en) * | 2014-03-21 | 2014-11-05 | 上海市政交通设计研究院有限公司 | Grade separation structure is intersected on a kind of six tunnels |
| CN104532706A (en) * | 2014-12-29 | 2015-04-22 | 倪既民 | Intercommunication intersection for light-load low-layer height upper and lower counter passing highways |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109272758A (en) * | 2018-09-20 | 2019-01-25 | 蓝静怡 | It is a kind of to can be used for controlling system of traffic light of the Y-shaped road without cross system |
| CN114592390A (en) * | 2022-04-19 | 2022-06-07 | 四川省交通勘察设计研究院有限公司 | Three-way grade-separated crossing complex traffic road in residential quarter |
| CN114592390B (en) * | 2022-04-19 | 2024-04-26 | 四川省交通勘察设计研究院有限公司 | Three-way three-dimensional intersection complex traffic road of small triangular area |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106223147B (en) | 2018-10-23 |
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| SE01 | Entry into force of request for substantive examination | ||
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211117 Address after: 318020 Wangcun 729, Qiaotou, Chengjiang Street, Huangyan District, Taizhou City, Zhejiang Province Patentee after: Chen Miaoqing Address before: 422400 No. 33, new street, Wugang City, Shaoyang City, Hunan Province Patentee before: Li Zhongwen |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221228 Address after: Room 403-01, Block D, Software Park, No. 228, Nanyi Road, Dongying Development Zone, Shandong 257091 Patentee after: Dongying Zhengnuo Technology Service Co.,Ltd. Address before: 318020 Wangcun 729, Qiaotou, Chengjiang Street, Huangyan District, Taizhou City, Zhejiang Province Patentee before: Chen Miaoqing |
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| TR01 | Transfer of patent right | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20161214 Assignee: Dongying Baiji Decoration Engineering Co.,Ltd. Assignor: Dongying Zhengnuo Technology Service Co.,Ltd. Contract record no.: X2023980044374 Denomination of invention: A type of hexagonal overpass Granted publication date: 20181023 License type: Common License Record date: 20231030 |
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| EE01 | Entry into force of recordation of patent licensing contract |