CN111155384A - Sinking channel type crossroad - Google Patents
Sinking channel type crossroad Download PDFInfo
- Publication number
- CN111155384A CN111155384A CN202010062462.1A CN202010062462A CN111155384A CN 111155384 A CN111155384 A CN 111155384A CN 202010062462 A CN202010062462 A CN 202010062462A CN 111155384 A CN111155384 A CN 111155384A
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- China
- Prior art keywords
- lane
- intersection area
- underground
- ground
- intersection
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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
Abstract
The invention discloses a sinking channel type crossroad, which comprises a north-south lane, a north-east lane and a junction area, wherein the junction area consists of an underground junction area and a ground junction area, the underground junction area is positioned under the ground junction area; the south-north direction lane comprises a south-north direction lane entering the intersection area and a south-north direction lane leaving the intersection area, and the east-west direction lane comprises an east-west direction lane entering the intersection area and an east-west direction lane leaving the intersection area. Compared with the prior art, the invention has the advantages that: compared with a multilayer overpass and a viaduct, the invention has the advantages of small occupied area, low manufacturing cost, separation of traffic flows in two vertical directions which are most easy to jam, underground roundabout, no left-turn road on the ground, no traffic lights, solving of the jam problem, no resource waste, and traffic jam problem by adopting a man-car diversion mode.
Description
Technical Field
The invention relates to the technical field of traffic road structures, in particular to a sinking channel type crossroad.
Background
At present, in order to solve urban traffic jam, a common solution is to establish a multilayer overpass, which can relieve traffic jam and even abandon traffic lights, but because the slope surface is longer or the slope is larger, the occupied area is more, the manufacturing cost is too high, and the conditions of lengthened roads and easy walking and mistaking are caused to vehicles, especially pedestrians, the traffic rate of each road is relatively reduced too much, and the resource waste is caused; in addition, traffic congestion can also be relieved by limiting the number for driving, but the limitation is quite large; in addition, the problem of traffic congestion is solved by building macroscopic measures such as subways and light rails, but for automobiles, congestion is not relieved, and convenience of life, work, business and the like of people cannot be comprehensively improved, so that a novel crossroad is needed to solve the problem.
Disclosure of Invention
The invention aims to solve the problems mentioned in the background technology and provides a sinking channel type crossroad.
In order to solve the technical problems, the technical scheme provided by the invention is as follows: a sinking channel type crossroad comprises a north-south lane, a north-east lane, an intersection area, a non-motor vehicle loop and a pedestrian loop, wherein the intersection area consists of an underground intersection area and a ground intersection area, the underground intersection area is positioned below the ground intersection area, the non-motor vehicle loop and the pedestrian loop are positioned between the underground intersection area and the ground intersection area, and a loop island is arranged in the center of the underground intersection area;
the north-south lanes comprise a north-south lane entering the intersection area and a south-north lane leaving the intersection area, the driving direction of the south-north lane of the driving intersection area is sequentially a first lane, a second lane, a third lane, a fourth lane and a first pedestrian lane from left to right, the first lane, the second lane and the third lane are all connected with a ground intersection area, the fourth lane is connected with the non-motor vehicle loop, the first pedestrian road is connected with the pedestrian loop road, the driving-off directions of the south-north lanes of the driving-off intersection area are a fifth lane, a sixth lane, a seventh lane, an eighth lane and a second sidewalk from left to right in sequence, the fifth lane and the sixth lane are connected with the ground intersection area, the seventh lane is connected with the underground intersection area, the eighth lane is connected with the non-motor vehicle loop, and the second sidewalk is connected with the pedestrian loop;
the east-west direction lanes comprise an east-west direction lane entering the intersection area and an east-west direction lane leaving the intersection area, the east-west direction lane entering the intersection area sequentially comprises a ninth lane, a tenth lane, an eleventh lane, a twelfth lane and a third sidewalk from left to right, the ninth lane, the tenth lane and the eleventh lane are all connected with the underground intersection area, the twelfth lane is connected with the non-motor vehicle loop, the third sidewalk is connected with the pedestrian loop, the east-west direction lane leaving the intersection area sequentially comprises a thirteenth lane, a fourteenth lane, a fifteenth lane, a sixteenth lane and a fourth pedestrian lane from left to right, the thirteenth lane and the fourteenth lane are all connected with the underground intersection area, the fifteenth lane is connected with the ground intersection area, and the sixteenth lane is connected with the non-motor vehicle loop, the fourth pedestrian road is connected with the pedestrian loop road.
As a preferred scheme, four corners and centers between the ground intersection area and the underground intersection area are respectively provided with a bearing column.
As a preferred scheme, the underground intersection area and the side face of the lane connected with the underground intersection area and located below the ground are provided with water stop piles and retaining walls.
Preferably, the underground intersection area and the driveway below the ground are both provided with lighting devices.
As a preferred scheme, the underground intersection area is provided with a drainage system, and the drainage system is connected with a municipal drainage pipeline.
Preferably, the third lane and the eleventh lane are right-turn lanes, and the fourth lane, the eighth lane, the twelfth lane and the sixteenth lane are non-motor lanes.
Compared with the prior art, the invention has the advantages that: compared with a multilayer overpass and a viaduct, the invention has the advantages of small occupied area, low manufacturing cost, separation of traffic flows in two vertical directions which are most easy to jam, underground roundabout, no left-turn road on the ground, no traffic lights, solving of the jam problem, no resource waste, and traffic jam problem by adopting a man-car diversion mode.
Drawings
Fig. 1 is a schematic plan view of the present invention.
Fig. 2 is a state diagram of the use of the present invention.
FIG. 3 is a schematic representation of the structure of a subterranean zone in accordance with the present invention.
FIG. 4 is a schematic structural diagram of a non-motor vehicle and pedestrian ring layer of the present invention.
Fig. 5 is a schematic structural view of the ground layer of the present invention.
Fig. 6 is a perspective view of the underground layer according to the present invention.
As shown in the figure: 1. north-south lanes, 2, east-west lanes, 3, junction, 4, underground junction, 5, ground junction, 6, south-north lanes entering junction, 7, south-north lanes leaving junction, 8, first lane, 9, second lane, 10, third lane, 11, fourth lane, 12, first passenger lane, 13, fifth lane, 14, sixth lane, 15, seventh lane, 16, eighth lane, 17, second lane, 18, east-west lanes entering junction, 19, east-west lanes leaving junction, 20, ninth lane, 21, tenth lane, 22, eleventh lane, 23, twelfth lane, 24, third lane, 25, thirteenth lane, 26, fourteenth lane, 27, fifteenth, 28, sixteenth lane, 29, fourth lane, 30, load-bearing post, 31, lighting device, 32, 31, Rotary island, 33, non-motor vehicle ring road, 34, pedestrian ring road.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", "front", "back", "south", "north", "east", "west", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the resulting device or element must have a particular orientation, be constructed in a particular orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally connected; the connection can be mechanical connection or point connection; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
With reference to the attached drawings, the sinking channel type crossroad comprises a north-south lane 1, an east-west lane 2, an intersection area 3, a non-motor vehicle loop 33 and a pedestrian loop 34, wherein the intersection area 3 consists of an underground intersection area 4 and a ground intersection area 5, the underground intersection area 4 is positioned below the ground intersection area 5, the non-motor vehicle loop 33 and the pedestrian loop 34 are positioned between the underground intersection area 4 and the ground intersection area 5, and a loop island 32 is arranged in the center of the underground intersection area 4;
the north-south lane 1 comprises a south-north lane 6 entering the intersection area and a south-north lane 7 leaving the intersection area, the south-north lane 6 entering the intersection area sequentially comprises a first lane 8, a second lane 9, a third lane 10, a fourth lane 11 and a first sidewalk 12 from left to right, the first lane 8, the second lane 9 and the third lane 10 are all connected with the ground intersection area 5, the fourth lane 11 is connected with the non-motor vehicle loop 33, the first sidewalk 12 is connected with the pedestrian loop 34, the south-north lane 7 leaving the intersection area sequentially comprises a fifth lane 13, a sixth lane 14, a seventh lane 15, an eighth lane 16 and a second sidewalk 17 from left to right, the fifth lane 13 and the sixth lane 14 are connected with the ground intersection area 5, and the seventh lane 15 is connected with the underground intersection area 4, the eighth lane 16 is connected to the non-motor vehicle loop 33, and the second sidewalk 17 is connected to the pedestrian loop 34;
the east-west directional lane 2 comprises an east-west directional lane 18 and an east-west directional lane 19, the east-west directional lane 18 is connected with the underground junction 4, the twelfth lane 23 is connected with the non-motor vehicle loop 33, the third lane 24 is connected with the human traffic loop 34, the east-west directional lane 20 is connected with the underground junction 4, the east-west directional lane 18 is connected with the underground junction 4, the ninth lane 20 is connected with the underground junction 4, the twelfth lane 23 is connected with the non-motor vehicle loop 33, the thirteenth lane 25 is connected with the underground junction 4, the fourteenth lane 26 is connected with the underground junction 4, the fifteenth lane 28 is connected with the fourth human traffic loop 29, the thirteenth lane 25 is connected with the underground junction 4, the fifteenth lane 27 is connected with the ground junction 5, the sixteenth lane 28 is connected to the non-motor vehicle loop 33, and the fourth lane 29 is connected to the pedestrian loop 34.
Four corners and centers between the ground intersection area 5 and the underground intersection area 4 are respectively provided with a bearing column 30.
And the underground intersection area 4 and the side surface of the lane connected with the underground intersection area and positioned below the ground are provided with water stop piles and retaining walls.
And the underground intersection region 4 and the lane below the ground are both provided with an illuminating device 31.
And the underground intersection region 4 is provided with a drainage system, and the drainage system is connected with a municipal drainage pipeline.
The third lane 10 and the eleventh lane 22 are right-turn lanes, and the fourth lane 11, the eighth lane 16, the twelfth lane 23 and the sixteenth lane 28 are non-motor lanes.
When the invention is implemented specifically, the driving directions of two adjacent intersections sinking into the underground roundabout are different, when vehicles in the north and south directions drive, only straight driving and left and right turning lanes are provided, opposite traffic flows are not influenced mutually, and the vehicles can enter the roundabout at the next intersection for corresponding driving operation if left turning and turning are needed; when the vehicle runs in the east-west direction, the vehicle enters a roundabout of an underground layer; the pedestrians and the non-motor vehicles are shunted with the motor vehicles and enter the loop independently without traffic lights.
The present invention and its embodiments have been described above, and the description is not intended to be limiting, and the drawings are only one embodiment of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiments as a basis for designing or modifying other structures for carrying out the same purposes of the present invention without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (6)
1. The utility model provides a passageway formula crossroad sinks, includes north and south direction lane, north and east direction lane, intersection district, non-motor vehicle circuit, pedestrian's circuit, its characterized in that: the intersection area consists of an underground intersection area positioned underground and a ground intersection area positioned on the ground, the underground intersection area is positioned below the ground intersection area, the non-motor vehicle loop and the pedestrian loop are positioned between the underground intersection area and the ground intersection area, and the center of the underground intersection area is provided with a rotary island;
the north-south lanes comprise a north-south lane entering the intersection area and a south-north lane leaving the intersection area, the driving direction of the south-north lane of the driving intersection area is sequentially a first lane, a second lane, a third lane, a fourth lane and a first pedestrian lane from left to right, the first lane, the second lane and the third lane are all connected with a ground intersection area, the fourth lane is connected with the non-motor vehicle loop, the first pedestrian road is connected with the pedestrian loop road, the driving-off directions of the south-north lanes of the driving-off intersection area are a fifth lane, a sixth lane, a seventh lane, an eighth lane and a second sidewalk from left to right in sequence, the fifth lane and the sixth lane are connected with the ground intersection area, the seventh lane is connected with the underground intersection area, the eighth lane is connected with the non-motor vehicle loop, and the second sidewalk is connected with the pedestrian loop;
the east-west directional lanes comprise an east-west directional lane entering the intersection area and an east-west directional lane leaving the intersection area, the east-west directional lane entering the intersection area sequentially comprises a ninth lane, a tenth lane, an eleventh lane, a twelfth lane and a third sidewalk from left to right, the ninth lane, the tenth lane and the eleventh lane are all connected with the underground intersection area, the twelfth lane is connected with the non-motor vehicle loop, the third sidewalk is connected with the pedestrian loop, the east-west directional lane leaving the intersection area sequentially comprises a thirteenth lane, a fourteenth lane, a fifteenth lane, a sixteenth lane and a fourth pedestrian lane from left to right, the thirteenth lane and the fourteenth lane are connected with the underground intersection area, the fifteenth lane is connected with the ground intersection area, and the sixteenth lane is connected with the non-motor vehicle loop, the fourth pedestrian road is connected with the pedestrian loop road.
2. The sinking pathway intersection of claim 1, wherein: four corners and centers between the ground intersection area and the underground intersection area are respectively provided with a bearing column.
3. The sinking pathway intersection of claim 1, wherein: the underground intersection area and the side face of the lane connected with the underground intersection area and located below the ground are provided with water stop piles and retaining walls.
4. The sinking pathway intersection of claim 1, wherein: and the underground intersection area and the lane below the ground are provided with illuminating devices.
5. The sinking pathway intersection of claim 1, wherein: the underground intersection area is provided with a drainage system, and the drainage system is connected with a municipal drainage pipeline.
6. The sinking pathway intersection of claim 1, wherein: the third lane and the eleventh lane are right-turn lanes, and the fourth lane, the eighth lane, the twelfth lane and the sixteenth lane are non-motor lanes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010062462.1A CN111155384A (en) | 2020-01-20 | 2020-01-20 | Sinking channel type crossroad |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010062462.1A CN111155384A (en) | 2020-01-20 | 2020-01-20 | Sinking channel type crossroad |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111155384A true CN111155384A (en) | 2020-05-15 |
Family
ID=70564382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010062462.1A Withdrawn CN111155384A (en) | 2020-01-20 | 2020-01-20 | Sinking channel type crossroad |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111155384A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5049000A (en) * | 1987-12-23 | 1991-09-17 | Mier Francisco D | Continuous flow intersection |
| CA2630869A1 (en) * | 2005-11-24 | 2007-05-31 | Jozef Goj | Traffic control intersection |
| CN201265131Y (en) * | 2008-07-27 | 2009-07-01 | 张俊岭 | Small-sized all-intercommunication grade separation crossing |
| CN102268852A (en) * | 2010-06-01 | 2011-12-07 | 蒋红心 | Two-phase implementation method of urban road transport system |
| CN105986533A (en) * | 2016-07-27 | 2016-10-05 | 杨晋广 | Crossroad structure without traffic lights |
| CN110616611A (en) * | 2019-10-09 | 2019-12-27 | 湖南志辉知识产权有限公司 | Culvert type three-dimensional traffic system and passing method thereof |
-
2020
- 2020-01-20 CN CN202010062462.1A patent/CN111155384A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5049000A (en) * | 1987-12-23 | 1991-09-17 | Mier Francisco D | Continuous flow intersection |
| CA2630869A1 (en) * | 2005-11-24 | 2007-05-31 | Jozef Goj | Traffic control intersection |
| CN201265131Y (en) * | 2008-07-27 | 2009-07-01 | 张俊岭 | Small-sized all-intercommunication grade separation crossing |
| CN102268852A (en) * | 2010-06-01 | 2011-12-07 | 蒋红心 | Two-phase implementation method of urban road transport system |
| CN105986533A (en) * | 2016-07-27 | 2016-10-05 | 杨晋广 | Crossroad structure without traffic lights |
| CN110616611A (en) * | 2019-10-09 | 2019-12-27 | 湖南志辉知识产权有限公司 | Culvert type three-dimensional traffic system and passing method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20200515 |
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| WW01 | Invention patent application withdrawn after publication |