CN105887600A - National vehicle and pedestrian safety express way - Google Patents
National vehicle and pedestrian safety express way Download PDFInfo
- Publication number
- CN105887600A CN105887600A CN201610395055.6A CN201610395055A CN105887600A CN 105887600 A CN105887600 A CN 105887600A CN 201610395055 A CN201610395055 A CN 201610395055A CN 105887600 A CN105887600 A CN 105887600A
- Authority
- CN
- China
- Prior art keywords
- crossing
- bridge
- lane
- track
- footpath
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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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
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
Abstract
The invention provides a national vehicle and pedestrian safety express way. The express way comprises straight lanes, footbridges above the straight lanes, intersection lanes and bridge face peripheral sidewalks. An intersection safety road comprises four interactions including the first intersection A, the second intersection B, the third intersection C and the fourth intersection D which are sequentially arranged in the anticlockwise direction. U-turn lanes and right-turn lanes of the intersections are arranged on the ground under the footbridges, and the straight lanes are arranged on the surfaces of the footbridges. Left-turn lanes in one direction are arranged on the ground under the footbridges, and left-turn lanes in the other direction turn left from the inner sides of the arc-shaped straight lanes for getting on the footbridges above to the straight lanes for getting off the footbridges in the first direction. The sidewalks are arranged on the peripheries of the arc-shaped lanes on the surfaces of the footbridges. The first intersection A is opposite to the third intersection C. The express way has the advantages that the problems of traffic jam and vehicle collision and conflicts between vehicles and pedestrians are solved, and traffic lights and zebra crossings can be completely omitted.
Description
Technical field:
The invention belongs to traffic pass through space frame, particularly relate to a kind of urban freeway.
Background technology:
Whole world heavy congestion at present.Vehicle and vehicle, the traffic accident between vehicle and pedestrian is sent out
Raw rate is frequent.Between vehicle, blocking causes environmental pollution, people's valuable time wave the most in vain
Take.
Summary of the invention:
The present invention is directed to the problems referred to above, it is proposed that this overlaps solution, solves between vehicle
Blockage problem, stops the vehicle accident between vehicle, and conflicting between vehicle with pedestrian,
Make traffic more convenient, unobstructed.
The technical solution adopted for the present invention to solve the technical problems is:
Whole people's traffic safety high speed road, including the people above Through Lane and Through Lane
The setting of row bridge, and track, crossroad and periphery, bridge floor track footpath arranges.
Crossroad green route divides four crossings: order is followed successively by the first via counterclockwise
Mouth A, the second crossing B, the 3rd crossing C and the tune track at the 4th crossing D: each crossing,
Right-turn lane is located at ground under bridge, and Through Lane is arranged at bridge floor；And left turn lane has one
Direction is ground under bridge, and the left turn lane in another direction is in upper bridge arc Through Lane
Turn left into the lower bridge Through Lane in first direction in side；Footpath is located at outside bridge floor arc track
Enclose；First crossing A and the 3rd crossing C is oppositely arranged；The Through Lane in this direction is on road
Face hits exactly, the vehicle relatively travelled respectively from the first crossing A, bridge on the 3rd crossing C, then from right
Bridge under the 3rd crossing C or the first crossing A in face, bus this shunting turn right under bridge to stopping
By point；First crossing A, on the 3rd crossing C, the right side of bridge starting point is ground left turn lane successively
A2, left turn lane C2, right-turn lane A3 and right-turn lane C3；Tune track, ground A4
Turn left to reverse end for end to travel into the 4th crossing from ground left turn lane inside track with tune track C4
The right-turn lane B3 at right-turn lane D3 or the second crossing.
The footpath of the first crossing A and the 3rd crossing C starts the arc inverse time from ground footpath
Bridge on pin, from the first crossing or the top of the 3rd crossing right-turning vehicles and the 4th crossing or second
Under the arc of crossing, bridge through vehicles and its footpath passes over and bridge floor left turn lane
Parallel traveling, then from the second crossing or the lower section in the 4th Shang Qiao track, crossing and the second crossing or
Passing over of 4th track, ground, crossing, lower bridge walks to ground footpath；
Second crossing B, the 4th crossing D are oppositely arranged；The Through Lane in this direction and left-hand rotation
Upper bridge is turned left through its right-turn lane B3 counterclockwise from the outermost arc of highway together in track
Or above right-turn lane D3, and the 3rd crossing, the tune track C4 at the first crossing and tune
The top of head track A4, and the first crossing and the Through Lane A1 at the 3rd crossing and craspedodrome
Top (bridge floor extreme higher position) process of minimum point after bridge under the C1 of track, is further continued for
A small distance, Through Lane here starts from the footpath at the first crossing and the 3rd crossing
Side slowly descend bridge, bus start outside bridge floor Through Lane from here shunting turn right time bridge from
The lower section of the first crossing and the 3rd crossing footpath travels to anchor point；Left turn lane does not descends bridge,
And make continuation turn left counterclockwise the lower bridge Through Lane into the first crossing or the 3rd crossing；
Second crossing footpath B6 and the 4th crossing footpath D6 bridge Through Lane from arc
The footpath in outside start on arc bridge from the top of the first crossing or the 3rd crossing footpath with
And first above crossing or the 3rd crossing Through Lane and the 4th crossing and the second crossing bridge floor
The top of left turn lane and the second crossing the 4th crossing right-turn lane, the top warp in tune track
Cross the parallel traveling of arc together with upper bridge Through Lane, from the first crossing and the 3rd crossing footpath
Lower section, and the top of crossing, opposite left turn lane and right-turn lane slowly descends bridge, and arc is straight
The outside in the bus zone Xia Qiao track outside runway, marches to ground footpath.
Described Through Lane includes forward travel track and backward going track, described forward row
Sail and between track and backward going track, be provided with fast, described forward travel track and reverse row
The outside sailing track is provided with emergent anchor point.
Above Through Lane, the setting of bridge floor footpath is respectively to arrange two load-bearing at both sides of highway
Post and two support columns, the center of bridge is provided with a crossbeam, is higher than the position of vehicle at support column
Being respectively provided with the crossbeam at the two shelving bridge, four capital ends of homonymy are respectively provided with one and connect homonymy
The beam of four posts, the beam of capital end is slightly larger, and tie-beam is used for connecting cross beam and the beam of capital end,
The both sides of bridge are respectively symmetrically and arrange ladder.
The method have the benefit that 1. present invention specifically addresses congested with cars, vehicle collision, and
Conflicting between vehicle with pedestrian, traffic lights and zebra crossing can be cancelled completely.
Accompanying drawing illustrates:
Fig. 1 is track, crossroad of the present invention and the structural representation of periphery, bridge floor track footpath
Figure；
Fig. 2 is bridge floor structure of sidewalk schematic diagram above the Through Lane of the present invention.
Detailed description of the invention:
As shown in Figure 1-2, whole people's traffic safety high speed road, including Through Lane with straight
The setting of the foot bridge above runway, and track, crossroad and bridge floor track periphery People's Bank of China
Road is arranged.
Crossroad green route divides four crossings: order is followed successively by the first via counterclockwise
Mouth A, the second crossing B, the 3rd crossing C and the tune track at the 4th crossing D: each crossing,
Right-turn lane is located at ground under bridge, and Through Lane is arranged at bridge floor；And left turn lane has one
Direction is ground under bridge, and the left turn lane in another direction is in upper bridge arc Through Lane
Turn left into the lower bridge Through Lane in first direction in side；Footpath is located at outside bridge floor arc track
Enclose；First crossing A and the 3rd crossing C is oppositely arranged；The Through Lane in this direction is on road
Face hits exactly, the vehicle relatively travelled respectively from the first crossing A, bridge on the 3rd crossing C, then from right
Bridge under the 3rd crossing C or the first crossing A in face, bus this shunting turn right under bridge to stopping
By point；First crossing A, on the 3rd crossing C, the right side of bridge starting point is ground left turn lane successively
A2, left turn lane C2, right-turn lane A3 and right-turn lane C3；Tune track, ground A4
Turn left to reverse end for end to travel into the 4th crossing from ground left turn lane inside track with tune track C4
The right-turn lane B3 at right-turn lane D3 or the second crossing.
The footpath of the first crossing A and the 3rd crossing C starts the arc inverse time from ground footpath
Bridge on pin, from the first crossing or the top of the 3rd crossing right-turning vehicles and the 4th crossing or second
Under the arc of crossing, bridge through vehicles and its footpath passes over and bridge floor left turn lane
Parallel traveling, then from the second crossing or the lower section in the 4th Shang Qiao track, crossing and the second crossing or
Passing over of 4th track, ground, crossing, lower bridge walks to ground footpath；
Second crossing B, the 4th crossing D are oppositely arranged；The Through Lane in this direction and left-hand rotation
Upper bridge is turned left through its right-turn lane B3 counterclockwise from the outermost arc of highway together in track
Or above right-turn lane D3, and the 3rd crossing, the tune track C4 at the first crossing and tune
The top of head track A4, and the first crossing and the Through Lane A1 at the 3rd crossing and craspedodrome
Top (bridge floor extreme higher position) process of minimum point after bridge under the C1 of track, is further continued for
A small distance, Through Lane here starts from the footpath at the first crossing and the 3rd crossing
Side slowly descend bridge, bus start outside bridge floor Through Lane from here shunting turn right time bridge from
The lower section of the first crossing and the 3rd crossing footpath travels to anchor point；Left turn lane does not descends bridge,
And make continuation turn left counterclockwise the lower bridge Through Lane into the first crossing or the 3rd crossing；
Second crossing footpath B6 and the 4th crossing footpath D6 bridge Through Lane from arc
The footpath in outside start on arc bridge from the top of the first crossing or the 3rd crossing footpath with
And first above crossing or the 3rd crossing Through Lane and the 4th crossing and the second crossing bridge floor
The top of left turn lane and the second crossing the 4th crossing right-turn lane, the top warp in tune track
Cross the parallel traveling of arc together with upper bridge Through Lane, from the first crossing and the 3rd crossing footpath
Lower section, and the top of crossing, opposite left turn lane and right-turn lane slowly descends bridge, and arc is straight
The outside in the bus zone Xia Qiao track outside runway, marches to ground footpath.
Described Through Lane includes forward travel track and backward going track, described forward row
Sail and between track and backward going track, be provided with fast, described forward travel track and reverse row
The outside sailing track is provided with Public Transit Bus Stopping point and emergent anchor point.Forward travel track is with reverse
It it is bicycle lane outside traveling lane.
Support column 4 quantity is four, each two of the both sides of bridge；Column 1 quantity is 4, bridge
Each two of both sides.
Above Through Lane, the setting of bridge floor footpath is respectively to arrange two load-bearing at both sides of highway
Post 1 and two support columns 4, the center of bridge 2 is provided with a crossbeam 6, is higher than at support column 4
The position of vehicle is respectively provided with the crossbeam 8 at the two shelving bridge, and four capital ends of homonymy are respectively provided with
Article one, connecting the beam 7 of four posts of homonymy, the beam of capital end is slightly larger, and tie-beam is used for connecting horizontal stroke
The beam 7 of beam 6 and capital end, the both sides of bridge 2 are respectively symmetrically and arrange ladder 3.
The present invention uses lever Bridge Design, relies on load bearing support bridge floor bottom load-bearing pillar, this
The distance inventing two crossbeam distance intermediolateral columns 5 is the 1/2 of load-bearing pillar distance intermediolateral column distance
Times, this design makes the weight capacity of bridge better, and bridge is firmer.The present invention is special
Door solves congested with cars, conflicting between vehicle collision, and vehicle with pedestrian, the most permissible
Cancel traffic lights and zebra crossing.
The present invention is illustrated by above-described embodiment, but it is to be understood that, above-mentioned
Embodiment is only intended to citing and descriptive purpose, and is not intended to limit the invention to described
Scope of embodiments in.In addition it will be appreciated by persons skilled in the art that the present invention not office
It is limited to above-described embodiment, more kinds of modification can also be made according to the teachings of the present invention and repair
Change, within these variants and modifications all fall within scope of the present invention.
Claims (4)
1. whole people's traffic safety high speed road, it is characterised in that include that Through Lane is with straight
The setting of the foot bridge above runway, and track, crossroad and bridge floor track periphery People's Bank of China
Road is arranged.
2. whole people's traffic safety high speed road as claimed in claim 1, its feature exists
In, crossroad green route divides four crossings: order is followed successively by the first via counterclockwise
Mouth A, the second crossing B, the 3rd crossing C and the tune track at the 4th crossing D: each crossing,
Right-turn lane is located at ground under bridge, and Through Lane is arranged at bridge floor；And left turn lane has one
Direction is ground under bridge, and the left turn lane in another direction is in upper bridge arc Through Lane
Turn left into the lower bridge Through Lane in first direction in side；Footpath is located at outside bridge floor arc track
Enclose；First crossing A and the 3rd crossing C is oppositely arranged；The Through Lane in this direction is on road surface
Center, the vehicle relatively travelled respectively from the first crossing A, bridge on the 3rd crossing C, then from opposite
The 3rd crossing C or the first crossing A under bridge, bus this shunting turn right under bridge to anchor point；
First crossing A, on the 3rd crossing C, the right side of bridge starting point is ground left turn lane A2 successively, left
Change trains or buses C2, right-turn lane A3 and right-turn lane C3；Tune track, ground A4 and tune car
Road C4 turns left to reverse end for end to travel the right-turn lane into the 4th crossing from ground left turn lane inside track
The right-turn lane B3 at D3 or the second crossing.
It is counterclockwise that the footpath of the first crossing A and the 3rd crossing C starts arc from ground footpath
Upper bridge, from the first crossing or the top of the 3rd crossing right-turning vehicles and the 4th crossing or the second tunnel
Under mouth arc, bridge through vehicles and passing over of its footpath are put down with bridge floor left turn lane
Every trade is entered, then from the second crossing or the lower section in the 4th Shang Qiao track, crossing and the second crossing or
Passing over of four tracks, ground, crossing, lower bridge walks to ground footpath；
Second crossing B, the 4th crossing D are oppositely arranged；The Through Lane in this direction and left-hand rotation
Upper bridge is turned left through its right-turn lane B3 counterclockwise from the outermost arc of highway together in track
Or above right-turn lane D3, and the 3rd crossing, the tune track C4 at the first crossing and tune
The top of track A4, and the first crossing and the Through Lane A1 at the 3rd crossing and Through Lane
Under C1, top (bridge floor extreme higher position) process of minimum point after bridge, is further continued for one little
Segment distance, Through Lane here starts below the footpath at the first crossing and the 3rd crossing slow
Laxation bridge, bus starts shunting outside bridge floor Through Lane from here and turns right lower bridge from first
The lower section of crossing and the 3rd crossing footpath travels to anchor point；Left turn lane does not descends bridge, and makes
Continue to turn left counterclockwise the lower bridge Through Lane into the first crossing or the 3rd crossing；
Second crossing footpath B6 and the 4th crossing footpath D6 are from arc outside bridge Through Lane
The footpath of side start on arc bridge from the first crossing or the top of the 3rd crossing footpath and
Above first crossing or the 3rd crossing Through Lane and the 4th crossing and the second crossing bridge floor are left
The top changed trains or buses and the second crossing the 4th crossing right-turn lane, passing over of tune track
The parallel traveling of arc together with upper bridge Through Lane, from the first crossing and the 3rd crossing footpath
Lower section, and the top of crossing, opposite left turn lane and right-turn lane slowly descends bridge, arc is kept straight on
The outside in the bus zone Xia Qiao track outside track, marches to ground footpath.
3. whole people's traffic safety high speed road as claimed in claim 1, its feature exists
In, described Through Lane includes forward travel track and backward going track, described forward row
Sail and between track and backward going track, be provided with fast, described forward travel track and reverse row
The outside sailing track is provided with emergent anchor point.
4. whole people's traffic safety high speed road as claimed in claim 1, its feature exists
In, above Through Lane, the setting of bridge floor footpath is respectively to arrange two load-bearing pillars at both sides of highway
With two support columns, the center of bridge is provided with a crossbeam, each higher than the position of vehicle at support column
Being provided with the crossbeam at the two shelving bridge, four capital ends of homonymy are respectively provided with one and connect homonymy
The beam of four posts, the beam of capital end is slightly larger, and tie-beam is used for connecting cross beam and the beam of capital end,
The both sides of bridge are respectively symmetrically and arrange ladder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610395055.6A CN105887600A (en) | 2016-06-03 | 2016-06-03 | National vehicle and pedestrian safety express way |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610395055.6A CN105887600A (en) | 2016-06-03 | 2016-06-03 | National vehicle and pedestrian safety express way |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105887600A true CN105887600A (en) | 2016-08-24 |
Family
ID=56711525
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610395055.6A Pending CN105887600A (en) | 2016-06-03 | 2016-06-03 | National vehicle and pedestrian safety express way |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105887600A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203188076U (en) * | 2012-12-27 | 2013-09-11 | 宋茹 | Urban all-pass flyover |
| CN104313966A (en) * | 2014-11-12 | 2015-01-28 | 冼日声 | Crossroad traffic system without traffic lights |
| CN104727198A (en) * | 2015-03-27 | 2015-06-24 | 杜洪发 | Urban expressway |
| WO2015108446A2 (en) * | 2014-01-17 | 2015-07-23 | Никита Александрович ДАНИЛУШКИН | Traffic intersection for light vehicles |
| CN204626179U (en) * | 2013-10-12 | 2015-09-09 | 李安举 | A kind of without left-turn flyover |
-
2016
- 2016-06-03 CN CN201610395055.6A patent/CN105887600A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203188076U (en) * | 2012-12-27 | 2013-09-11 | 宋茹 | Urban all-pass flyover |
| CN204626179U (en) * | 2013-10-12 | 2015-09-09 | 李安举 | A kind of without left-turn flyover |
| WO2015108446A2 (en) * | 2014-01-17 | 2015-07-23 | Никита Александрович ДАНИЛУШКИН | Traffic intersection for light vehicles |
| CN104313966A (en) * | 2014-11-12 | 2015-01-28 | 冼日声 | Crossroad traffic system without traffic lights |
| CN104727198A (en) * | 2015-03-27 | 2015-06-24 | 杜洪发 | Urban expressway |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160824 |