CN104612012B - Track, crossroad is without intersecting the most current traffic system and control method thereof - Google Patents
Track, crossroad is without intersecting the most current traffic system and control method thereof Download PDFInfo
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- CN104612012B CN104612012B CN201510063850.0A CN201510063850A CN104612012B CN 104612012 B CN104612012 B CN 104612012B CN 201510063850 A CN201510063850 A CN 201510063850A CN 104612012 B CN104612012 B CN 104612012B
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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 kind of track, crossroad without intersecting the most current traffic system and control method thereof, by being provided with inversion grade separation track at crossing, the X-shaped viaduct that inversion grade separation track is all made up of upper and lower double layer channel intersection, cancels most of road junction traffic light and builds new high efficiency urban highway traffic system and the walking channel of all-round construction urban safety and bicycle lane.General Promotion urban road operational efficiency, lifting people's quality of life and the livable level in city and minimizing Pollution of City Traffic are of great practical significance simultaneously.
Description
Technical field
The present invention relates to a kind of traffic system, particularly relate to a kind of track, crossroad without intersecting
The most current traffic system, the invention still further relates to this track, crossroad without intersecting the most current friendship
The control method of way system.
Background technology
Along with development and the prosperity of human society, world every day all changes being constantly occurring.
The invention of science and technology allows people enjoy modern civilization with rapid changepl. never-ending changes and improvements, and the invention of automobile allows the going out of people
Row can farther faster along with the speed of automobile is increasingly faster, we have invented again traffic lights,
The traveling allowing road get on the car becomes the most safer.But, along with the growth of urban population,
In city, automobile quantity constantly increases, and urban road becomes increasingly to block up, and traffic lights become
Road traffic efficiency bottleneck is promoted for effective restraint, simultaneously as the traffic that traffic congestion causes
Pollute and also become increasingly severe.Megalopolis as Beijing, Moscow, traffic congestion
The life of people and economic developing further and flourishing are badly influenced.In order to improve road
By efficiency, we start to build free way and viaduct in city, but tradition viaduct because
The reasons such as structure is complicated, floor space big, design and construction period length, construction cost are high and nothing
Opinion uses comprehensively, meanwhile, becomes better and better along with road is more and more wider, but people but send out
Trip particularly walking in city now but becomes more and more inconvenient；We are also required in city
Most of crossings in city arrange more traffic police to direct traffic could maintain city early evening peak
Phase properly functioning, pollution the most health affecting us that traffic causes etc..
How to cancel traffic lights, improve crossing vehicle pass-through efficiency exponentially, and carry simultaneously
For the walkway of safe ready, become the frequent urgent need to solve the problem of society.
Comprehensive summary urban congestion up till now, crossing traffic efficiency is the highest and pedestrian goes across the road
Inconvenient and with serious pollution main cause have following some:
1. be not viaduct due to most of road cross, vehicle by time need to wait red
Green light could pass through, and directly affects vehicle and passes through crossing efficiency, and causes the traffic in whole city
Ineffective systems.
The most current most of road cross is not carried out human and vehicle shunting, and pedestrian goes across the road neither
Convenient the most dangerous, can increasingly add along with urban road becomes more and more broader this situation
Acute.
3. traffic efficiency promotes effectively currently without way, along with city vehicle continues to increase,
Causing traffic increasingly to block up, particularly sooner or later peak period, the pollution in city also becomes more to come
The most serious, traffic pollution is also the one of the main reasons causing city haze.Existing crossing is stood
Body traffic system due to structure complexity, completion time of project length, floor space is big, construction cost is high,
And the problem the most thoroughly solving walkway, the most no matter overall application in city.
Summary of the invention
First technical problem to be solved by this invention is to provide a kind of crossing need not arrange waiting
The track, crossroad at traffic lights, traffic efficiency are high, vehicle goes directly another crossing is without intersecting continuously
Current traffic system.
Second technical problem to be solved by this invention be to provide this track, crossroad a kind of without
The control method of the most current traffic system of intersection.
In order to solve above-mentioned first technical problem, the track, crossroad that the present invention provides is without handing over
The most current traffic system of fork, including the second of the first east-west road Yu south-north direction
Formation crossroad, road, the crossing, north side of the first road of the east is formed with north east right-turn lane
D, east orientation western Through Lane A and east orientation south left turn lane C, crossing, southern side is formed with south east
Right-turn lane F, west Through Lane B eastwards and north orientation east left turn lane E, the first of western end
The crossing, north side on road is formed with north west right-turn lane N, east orientation western Through Lane A and south orientation west
Left turn lane G, crossing, southern side is formed with west south right-turn lane H, west Through Lane B eastwards
With west left turn lane M northwards, the crossing, east side of the second road of the North is formed with north east and turns right
Track D and west left turn lane M northwards, crossing, west side is formed with north west right-turn lane N and north
Left turn lane E eastwards, the crossing, east side of the second road of the south is formed with south east right-turn lane
F and south orientation western left turn lane G, crossing, west side is formed with west south right-turn lane H and east orientation south
Left turn lane C, is provided with the first inversion grade separation track at the east crossing of the first described road,
It is equipped with the second inversion grade separation track, described first at the western end crossing of the first described road
The X that inversion grade separation track and the second inversion grade separation track are all made up of upper and lower double layer channel intersection
Shape viaduct, every layer of passage is equipped with two tracks；Crossing, the south at the second described road
It is provided with the 3rd inversion grade separation track, is equipped with cold limbs at the North crossing of the second described road
Becoming grade separation track, the 3rd described inversion grade separation track and the 4th inversion grade separation track are by up and down
The X-shaped viaduct of double layer channel intersection composition, every layer of passage is equipped with a track；Described
The east orientation western Through Lane A of the east of the first road is by the first described inversion grade separation track
Track of lower channel connect described in the lower channel in the second inversion grade separation track
One track is connected with the east orientation western Through Lane A of the western end of the first described road, described
The east orientation south left turn lane C of the east of the first road is by the first described inversion grade separation track
Another track of lower channel connect described in the lower channel in the 3rd inversion grade separation track
It is connected with the east orientation south left turn lane C of the south of the second described road, the first described road
The north east of the North of north east right-turn lane D and the second described road of the east turn right
Track D connects；The west of the western end of the first described road Through Lane B eastwards is by described
The first inversion grade separation described in one track connection of the upper channel in the second inversion grade separation track
Keep straight on eastwards with the west of the east of the first described road in one track of the upper channel in track
Track B connects, and the west of the western end of the first described road left turn lane M northwards is by described
The 4th inversion described in the connection of another track of the upper channel in the second inversion grade separation track is stood
The lower channel in track is handed over to connect with the west left turn lane M northwards of the North of the second described road
Connect, the west south right-turn lane H of the western end of the first described road and the second described road
The west south right-turn lane H of the south connects；Turn left in the south orientation west of the south of the second described road
Track G is inverse by second described in the upper channel connection in the 3rd described inversion grade separation track
Become another track of the lower channel in grade separation track and the south of the western end of the first described road
Westwards left turn lane G connect, the south east right-turn lane F of the south of the second described road with
The south east right-turn lane F of the east of the first described road connects；The second described road
The north orientation east left turn lane E of the North is by the upper channel in the 4th described inversion grade separation track
Another track of the upper channel in the first inversion grade separation track described in connection and described the
The north orientation east left turn lane E of the east of one road connects, the north of the North of the second described road
Westwards right-turn lane N is connected with the north west right-turn lane N of the western end of the first described road.
The second described road is provided with south orientation north craspedodrome road Q and craspedodrome road, north orientation south P, described
The levels passage in the 3rd inversion grade separation track and the 4th inversion grade separation track all increases by one article of car
Road, described craspedodrome road, the south orientation north Q of the south of the second described road is through described 3rd inverse
The first overpass and described cold limbs are passed through in the track that the upper channel in change grade separation track is newly-increased
Become the south orientation in the newly-increased track of the lower channel in grade separation track and the North of the second described road
North craspedodrome road Q connects, described craspedodrome road, the north orientation south P warp of the North of the second described road
The newly-increased track of the upper channel in the 4th described inversion grade separation track by the second overpass with
The track that the lower channel in the 3rd described inversion grade separation track increases newly and the second described road
The south craspedodrome road, north orientation south P connect.
Through the western Through Lane A of the east orientation described in crossroad, west Through Lane B eastwards,
East orientation south left turn lane C, north east right-turn lane D, north orientation east left turn lane E, south east
Northwards turn left car for right-turn lane F, south orientation western left turn lane G, west south right-turn lane H, west
Road M and north west right-turn lane N all sinks to ground, and ground at the parting of the ways is provided with People's Bank of China
Passage.
In order to solve above-mentioned second technical problem, the track, crossroad that the present invention provides is without handing over
The control method of the most current traffic system of fork, comprises the following steps:
(1), vehicle four-way continuous right-turn passes through；
A, crossing four direction right-turning vehicles are kept to the right, and pass through falling ramp before entering crossing
Enter sinking floor track district；
B, vehicle drive through crossing by the rightmost side in the district of sinking floor track；
C, vehicle are by sailing out of road after sailing track, ground, the rightmost side into by rising ramp behind crossing
Mouthful；
(2), vehicle four-way is turned left current continuously；
Turn left in a, south orientation west: entrance south orientation of keeping to the left before vehicle enters crossing is sailed in south, crossing
Western left turn lane G, by change lane and the track H phase of turning left on ground behind inversion district, track
Neighbour, and enter sinking floor track district by falling ramp before entering crossing；Vehicle is at sinking layer
The side that keeps left in the district of track is close to after right-turn lane H drives through crossing, continue to travel and from car
After travelling through below road B and track M, after sailing track, ground into by rising ramp, sail out of road
Mouthful；
Northwards turn left in b, west: west, crossing sail vehicle enter keep to the left before crossing entrance west to
North left turn lane M, by change lane and the track N phase of turning left on ground behind inversion district, track
Neighbour, and enter sinking floor track district by falling ramp before entering crossing；Vehicle is at sinking layer
The side that keeps left in the district of track is close to after right-turn lane N drives through crossing, continue to travel and from car
After travelling through below road E, after sailing track, ground into by rising ramp, sail out of crossing；
Turn left in c, north orientation east: entrance north orientation of keeping to the left before vehicle enters crossing is sailed in the north, crossing
East left turn lane E, adjacent with track D by change lane of turning left on ground behind inversion district, track,
And enter sinking floor track district by falling ramp before entering crossing；Vehicle is in sinking layer track
The side that keeps left in district is close to after right-turn lane D drives through crossing, by sailing into after rising ramp
Track, ground, continues the change lane entrance track C that travels and turn right on ground in inversion district, track
Crossing is sailed out of after behind track, southern side；
Turn left in d, east orientation south: entrance east orientation of keeping to the left before vehicle enters crossing is sailed in east, crossing
South left turn lane C, enters sinking layer track after sailing falling ramp into, turns left in inversion district, track
Change lane is adjacent with track F, and enters sinking layer car by falling ramp before entering crossing
Road district, continues to travel after inversion district, track travels through below track E and track B,
Layer change lane of turning left in sinking layer track is adjacent with track F, and vehicle leans in the district of sinking floor track
Left side is close to after right-turn lane F drives through crossing, continue to travel and also wears below the G of track
Row is by track, G west side, rear entrance track, and sails out of after sailing track, ground into by rising ramp
Crossing；
(3), the two-way craspedodrome of vehicle thing；
Keep straight in a, east orientation west: east, crossing is sailed vehicle and sailed middle east orientation western Through Lane A into,
By entering sinking layer track after falling ramp, in inversion district, track from track E and track B
After side travels through, it is follow-up that change lane of turning left in sinking layer track enters track, B southern side, track
Continuous drive through crossing after, then after travelling through below track B and track M, at sinking layer
Layer change lane of turning right in track enters track G and track N middle lane, continues to drive through
Rise after track, ground is sailed in ramp into and sail out of crossing；
Keep straight on eastwards in b, west: west, crossing is sailed vehicle and sailed middle west Through Lane B eastwards into,
It is follow-up that change lane of turning left on ground when by inversion district, track enters track, A north side, track
Continue and sail, enter falling ramp and sail sinking layer track into；After vehicle continues to drive through crossing,
Entering rising ramp and sail track, ground into, change lane of turning right on ground in inversion district, track enters
Crossing is sailed out of after track E and track B middle lane.
(4), the two-way craspedodrome in vehicle north and south；
Keep straight in b, south orientation north: south, end crossing, the second south of road is sailed vehicle and sailed the south of centre into
Craspedodrome road Q northwards, docks with the first overpass in the 3rd inversion grade separation track, higher from first
Build bridge and enter craspedodrome road, the south orientation north Q in the 4th inversion grade separation track, continue to drive through uphill slope
Road sails out of crossing after sailing the track, ground of second north of a road end into；
Keep straight in b, north orientation south: the north, crossing of second north of a road end is sailed vehicle and sailed centre into
Craspedodrome road, north orientation south P, enters on ground when by the track, upper strata in the 4th inversion grade separation track
Follow-up the continuing in P track, craspedodrome road, north orientation south of the second overpass is sailed, and enters falling ramp and sails into down
Heavy layer track；Vehicle continues to drive through the north orientation south of the lower floor in the 3rd inversion grade separation track and keeps straight on
After road P, enter rising ramp and sail the track, ground of the second road into, enter second south of road end
Craspedodrome road, north orientation south P after sail out of crossing.
Further, (5) human and vehicle shunting:
A, all tracks of crossing central authorities sink, and sinking layer track upper design is walking square, will
The walkway of east, south, west, north four direction is linked as entirety, and no matter pedestrian is from which direction
Crossroad can be reached by, car vehicle need not be dodged, traffic lights need not be waited.
Use the track, crossroad of technique scheme without intersect continuously current traffic system and
Control method, is characterized in:
Cancel the whole traffic lights in crossing, improve crossing and pass through efficiency more than one times, and city is general
Passway effectively couples becomes free way；
Human and vehicle shunting, pedestrian can be walked on urban road and becomes freedom and security；
Directly it is effectively realized urban barrier-free passage；
This traffic system design science, environmental effect former for road periphery is less, the construction period
Short, floor space is little, and construction cost is low, can execute utilizing existing road neighboring buildings of not removing
Work, is suitable for city and popularizes application in an all-round way；
Significantly save the land area that urban road takies；
Effectively reduce vehicle accident and the traffic mortality of road cross；
Directly reduce the number on duty of road cross traffic-police；
It is applied to the entrance design of highway, Vomitory road occupation of land face can be greatly reduced
Amass and construction cost；
Can the most effectively promote the realization of the comprehensive intelligent transportation in city；
Directly it is effectively reduced urban transportation energy wastage in bulk or weight and gross contamination.
The present invention can extensively apply field of road traffic: 1, the crossroad that city is main,
Can realize human and vehicle shunting, crossroad four direction turns left to turn right the most current, thing simultaneously
Or north and south two-way simultaneous keeps straight on, realize that crossing pedestrian's four direction is accessible to have free passage simultaneously；
Track, crossroad 12 is will be carried out to complete vertical as increased by one overhead craspedodrome passage of design
Hand over.
2, special polygon road junction, it is achieved human and vehicle shunting, multiple directions are the most continuously
Current and pedestrian is multi-direction accessible to have free passage.
3, school, hospital, sports center et al. stream concentrated area, it is achieved human and vehicle shunting, comprehensively
Improve traffic efficiency and the safety of artificial abortion's wagon flow.
4, Business Pedestrian street is made.
5, the gateway of highway.
6, all-round construction urban barrier-free walking channel and bicycle lane, helps health of people to go out
OK.
7, bus rapid transit (BRT) is quickly made.
8, the two-way fast passing of the access way of large parking lot it is applied to.
9, it is applied to urban planning.
Present invention achieves the most of road junction traffic lights of cancellation and build new high efficiency urban road
Railway and highway system and the walking channel of all-round construction urban safety and bicycle lane.Simultaneously to comprehensively
Promote urban road operational efficiency, promote people's quality of life and the livable level in city and subtract
Few Pollution of City Traffic is of great practical significance.
Meanwhile, the crossing traffic system of institute of the present invention art is due to scientific structure, for road periphery
Former environmental effect is less, and the construction period is short, and floor space is little, and construction cost is low, can utilize
Existing road do not remove neighboring buildings construction, for city popularize in an all-round way application also have great
Meaning.
The present invention solves vehicle in prior art and causes road because waiting traffic lights when by crossing
Traffic efficiency is low, Vehicle Speed is unhappy for mouth；Pedestrian goes across the road inconvenient and dangerous；Pass
System viaduct is because structure is complicated, floor space is big, design and construction period length, construction cost
High reason is regardless of whether use comprehensively；The crossing that flow is big must have traffic police to direct traffic；Traffic
Crossing easily has an accident；Along with city vehicle continues to increase, traffic is increasingly blocked up, city
Pollute the problem also becoming increasingly severe.
In sum, the present invention be a kind of crossing need not arrange waiting traffic lights, traffic efficiency high,
Vehicle goes directly the track, crossroad at another crossing without intersecting continuously current traffic system and control thereof
Method processed.
Accompanying drawing explanation
Fig. 1 is vehicle pass-through floor map in crossing described in this crossing traffic system.
Fig. 2 is road junction roadway and the walkway floor map of the present invention.
Fig. 3 is inversion district, the track K-K cross-sectional view in direction to the east of crossing.
Fig. 4 is inversion district, the track S-S cross-sectional view in direction on the south crossing.
Fig. 5 is East and West direction track, crossing cross-sectional view.
Fig. 6 is the structural representation that crossing, north and south increases overpass newly.
Fig. 7 is the structure top view that crossing, north and south increases overpass newly.
Fig. 8 is R-R line cut-away view along Fig. 7.
Fig. 9 is U-U line cut-away view along Fig. 7.
Figure 10 is T-T line cut-away view along Fig. 7.
Detailed description of the invention
Below in conjunction with the accompanying drawings this crossing traffic system is described further.
The description in four orientation, east, south, west, north in the application, is all to determine road for convenience
The description in the orientation of mouth, is not limited to this four orientation, as long as two intersections are formed
Any orientation of crossroad.
See Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, the first east-west road 5 and south
Second road 6 of north trend forms crossroad, crossing, the north side shape of the first road 5 of the east
Become to have north east right-turn lane D, east orientation western Through Lane A and east orientation south left turn lane C, south
Dypass interruption-forming has south east right-turn lane F, west Through Lane B eastwards and north orientation east left-hand rotation car
Road E, the crossing, north side of the first road 5 of western end is formed with north west right-turn lane N, east orientation
Western Through Lane A and south orientation western left turn lane G, crossing, southern side is formed with west south right-turn lane
H, west Through Lane B and west left turn lane M northwards eastwards, the east of the second road 6 of the North
Dypass interruption-forming has north east right-turn lane D and west left turn lane M northwards, and crossing, west side is formed
There is north west right-turn lane N and north orientation east left turn lane E, the east side of the second road 6 of the south
Crossing is formed with south east right-turn lane F and south orientation western left turn lane G, and crossing, west side is formed
West south right-turn lane H and east orientation south left turn lane C, sets at the east crossing of the first road 5
There is the first inversion grade separation track 1, be equipped with the second inversion at the western end crossing of the first road 5 and stand
Handing over track 2, the first inversion grade separation track 1 and the second inversion grade separation track 2 are all by upper and lower two
The X-shaped viaduct of layer passage intersection composition, every layer of passage is equipped with two tracks；At second
The crossing, the south on road 6 is provided with the 3rd inversion grade separation track 3, at the North crossing of the second road 6
It is equipped with the 4th inversion grade separation track 4, the 3rd inversion grade separation track 3 and the 4th inversion grade separation car
The X-shaped viaduct that road 4 is made up of upper and lower double layer channel intersection, every layer of passage is equipped with one
Track；The east orientation western Through Lane A of the east of the first road 5 passes through the first inversion grade separation track
One track of the lower channel of 1 connects of the lower channel in the second inversion grade separation track 2
Track is connected with the east orientation western Through Lane A of the western end of the first road 5, the east of the first road 5
The east orientation south left turn lane C of end passes through another of the lower channel in the first inversion grade separation track 1
Track connects the lower channel in the 3rd inversion grade separation track 3 and the east orientation in the southern side of the second road 6
South left turn lane C connects, the north east right-turn lane D of the east of the first road 5 and second
The north east right-turn lane D of the North on road 6 connects；The west of the western end of the first road 5 is the most straight
It is inverse that runway B connects first by a track of the upper channel in the second inversion grade separation track 2
One track of the upper channel becoming grade separation track 1 is the most straight with the west of the east of the first road 5
Runway B connects, and the west of the western end of the first road 5 left turn lane M northwards passes through the second inversion
Another track of the upper channel in grade separation track 2 connects the lower floor in the 4th inversion grade separation track 4
The west of the North of passage and the second road 6 left turn lane M northwards connects, the west of the first road 5
The west south right-turn lane H of the west south right-turn lane H of end and the south of the second road 6 is even
Connect；The south orientation western left turn lane G of the south of the second road 6 passes through the 3rd inversion grade separation track 3
Upper channel connect another track and first of lower channel in the second inversion grade separation track 2
The south orientation western left turn lane G of the western end of road 5 connects, the south east of the south of the second road 6
The south east right-turn lane F of the east of right-turn lane F and the first road 5 connects；Second road
The north orientation east left turn lane E of the North of 6 is by the upper channel in the 4th inversion grade separation track 4 even
Connect another track of the upper channel in the first inversion grade separation track 1 and the east of the first road 5
North orientation east left turn lane E connect, the north west right-turn lane N of the North of the second road 6 with
The north west right-turn lane N of the western end of the first road 5 connects.
Seeing Fig. 6, Fig. 7, Fig. 8, Fig. 9 and Figure 10, further, the second road 6 is provided with
South orientation north craspedodrome road Q and craspedodrome road, north orientation south P, the 3rd inversion grade separation track 3 and the 4th inversion
The levels passage in grade separation track 4 all increases a track, the south orientation of the south of the second road 6
North craspedodrome road Q is high by first through the track that the upper channel in the 3rd inversion grade separation track 3 is newly-increased
The track that the lower channel in bridge formation 7 and the 4th inversion grade separation track 4 increases newly and the second road 6
Craspedodrome road, the south orientation north Q of the North connects, craspedodrome road, the north orientation south P warp of the North of the second road 6
The track that the upper channel in the 4th inversion grade separation track 4 increases newly is by the second overpass 8 and the 3rd
Track and the north orientation of the south of the second road 6 that the lower channel in inversion grade separation track 3 is newly-increased are southern
Craspedodrome road P connects.
East orientation western Through Lane A through crossroad, west Through Lane B eastwards, east orientation south
Left turn lane C, north east right-turn lane D, north orientation east left turn lane E, south east right-hand rotation car
Road F, south orientation western left turn lane G, west south right-turn lane H, west left turn lane M northwards and
North west right-turn lane N all sinks to ground, and ground at the parting of the ways is provided with walking square 9,
Both sides are provided with walkway 10.
As it is shown in figure 1, walkway is positioned at whole outsides and the middle section sinking layer car at crossing
Top, road ground level.Track includes: east orientation western Through Lane A, west Through Lane B eastwards,
East orientation south left turn lane C, north east right-turn lane D, north orientation east left turn lane E, south east
Northwards turn left car for right-turn lane F, south orientation western left turn lane G, west south right-turn lane H, west
Road M, north west right-turn lane N amount to 10 tracks (note: set up north and south craspedodrome overpass
After can to realize direction, 12, crossroad full-overpass current).Crossing toward east the most southward toward north four
Individual direction is designed with double-deck inverter structure track, and thing Through Lane and all left turn lanes are at car
Inversion district, road realizes after track is dislocated, entering into sinking layer together with all right-turn lanes
Track, is generally aligned in the same plane in all tracks, sinking floor track district, crossing, and track absolute altitude is negative 5
Rice, and different directions track medium design has dividing strip, track, district, sinking floor track outermost
Being right-turn lane, centre is left turn lane, and inner side is thing Through Lane, except track inversion
Outside district, all tracks are the most current and intersect without facade.(note: this Fig. 1 is straight with thing
Behavior example illustrates, if north and south is kept straight on the most identical；The most presetting track is 4.5 by height
Rice, track, upper strata and People's Bank of China's passage in height are 0.5 meter).
As it is shown on figure 3, track, inversion district, east orientation track, described crossing is divided into ground floor and sinking floor
Two-layer；The ground floor left and right sides is designed as walkway, is two right-hand rotation cars inside walkway
Road i.e. west south right-turn lane H and north west right-turn lane N；Centre is west Through Lane eastwards
B and west left turn lane M northwards, its both sides are green belt, ground；In track district of inversion district, track
Between underlying design be south orientation western left turn lane G and east orientation western Through Lane A, the western straightgoing vehicle of east orientation
From west, northwards turn left in Through Lane B, west eastwards in road A, south orientation western left turn lane G two tracks
Below the M of track, parallel passing is passed through.West, crossing is to inversion district, track lane structure and east orientation phase
With.
As shown in Figure 4, track, inversion district, crossing south orientation track is divided into ground floor and sinking floor two-layer；
The ground floor left and right sides is designed as walkway, is two right-turn lanes i.e. west inside walkway
Right-turn lane H and south east right-turn lane F to the south；Centre is south orientation western left turn lane G, its
Both sides are green belt, ground；Track inversion district sinking floor is designed as east orientation south left turn lane C, east
Left turn lane C to the south passes current below south orientation western left turn lane G.North orientation track, crossing is inverse
Become district's lane structure identical with south orientation.
As shown in Fig. 5 and Fig. 2, above sinking layer track, crossing, it is designed as walkway 10,
And be connected with the walkway 10 in track two with the right-hand bend of all directions four direction.
The track, crossroad that the present invention provides is without the controlling party of the most current traffic system of intersection
Method, comprises the following steps:
(1), vehicle four-way continuous right-turn passes through；See Fig. 1:
Keeping to the right in a, crossing four direction right-turning vehicles (D, F, H, N), is entering
Sinking floor track district is entered by falling ramp before crossing；
B, vehicle drive through crossing by the rightmost side in the district of sinking floor track；
C, vehicle are by sailing out of road after sailing track, ground, the rightmost side into by rising ramp behind crossing
Mouthful；
(2), vehicle four-way is turned left current continuously；See Fig. 1:
Turn left in e, south orientation west: entrance south orientation of keeping to the left before vehicle enters crossing is sailed in south, crossing
Western left turn lane G, by change lane and the track H phase of turning left on ground behind inversion district, track
Neighbour, and enter sinking floor track district by falling ramp before entering crossing；Vehicle is at sinking layer
The side that keeps left in the district of track is close to after right-turn lane H drives through crossing, continue to travel and from car
After travelling through below road B and track M, after sailing track, ground into by rising ramp, sail out of road
Mouthful；
Northwards turn left in f, west: west, crossing sail vehicle enter keep to the left before crossing entrance west to
North left turn lane M, by change lane and the track N phase of turning left on ground behind inversion district, track
Neighbour, and enter sinking floor track district by falling ramp before entering crossing；Vehicle is at sinking layer
The side that keeps left in the district of track is close to after right-turn lane N drives through crossing, continue to travel and from car
After travelling through below road E, after sailing track, ground into by rising ramp, sail out of crossing；
Turn left in g, north orientation east: entrance north orientation of keeping to the left before vehicle enters crossing is sailed in the north, crossing
East left turn lane E, adjacent with track D by change lane of turning left on ground behind inversion district, track,
And enter sinking floor track district by falling ramp before entering crossing；Vehicle is in sinking layer track
The side that keeps left in district is close to after right-turn lane D drives through crossing, by sailing into after rising ramp
Track, ground, continues the change lane entrance track C that travels and turn right on ground in inversion district, track
Crossing is sailed out of after behind track, southern side；
Turn left in h, east orientation south: entrance east orientation of keeping to the left before vehicle enters crossing is sailed in east, crossing
South left turn lane C, enters sinking layer track after sailing falling ramp into, turns left in inversion district, track
Change lane is adjacent with track F, and enters sinking layer car by falling ramp before entering crossing
Road district, continues to travel after inversion district, track travels through below track E and track B,
Layer change lane of turning left in sinking layer track is adjacent with track F, and vehicle leans in the district of sinking floor track
Left side is close to after right-turn lane F drives through crossing, continue to travel and also wears below the G of track
Row is by track, G west side, rear entrance track, and sails out of after sailing track, ground into by rising ramp
Crossing；
(3), the two-way craspedodrome of vehicle thing, see Fig. 1:
Keep straight in c, east orientation west: east, crossing is sailed vehicle and sailed middle east orientation western Through Lane A into,
By entering sinking layer track after falling ramp, in inversion district, track from track E and track B
After side travels through, it is follow-up that change lane of turning left in sinking layer track enters track, B southern side, track
Continuous drive through crossing after, then after travelling through below track B and track M, at sinking layer
Layer change lane of turning right in track enters track G and track N middle lane, continues to drive through
Rise after track, ground is sailed in ramp into and sail out of crossing；
Keep straight on eastwards in b, west: west, crossing is sailed vehicle and sailed middle west Through Lane B eastwards into,
It is follow-up that change lane of turning left on ground when by inversion district, track enters track, A north side, track
Continue and sail, enter falling ramp and sail sinking layer track into；After vehicle continues to drive through crossing,
Entering rising ramp and sail track, ground into, change lane of turning right on ground in inversion district, track enters
Crossing is sailed out of after track E and track B middle lane；
(4), the two-way craspedodrome in vehicle north and south；See Fig. 6,
Keep straight in d, south orientation north: the second south, crossing, road 6 south is sailed vehicle and sailed centre into
Craspedodrome road, south orientation north Q, docks with the first overpass 7 in the 3rd inversion grade separation track 3, then from
First overpass 7 enters craspedodrome road, the south orientation north Q in the 4th inversion grade separation track 4, continues to travel
Crossing is sailed out of sailed into the track, ground of the second road 6 the North by rising ramp after；
Keep straight in b, north orientation south: the north, crossing of the second road 6 the North is sailed vehicle and sailed the north of centre into
Craspedodrome road P to the south, enters on ground when by the track, upper strata in the 4th inversion grade separation track 4
Follow-up the continuing in P track, craspedodrome road, north orientation south of the second overpass 8 is sailed, and enters falling ramp and sails into
Sinking layer track；Vehicle continues to drive through the north orientation south of the lower floor in the 3rd inversion grade separation track 3
After craspedodrome road P, enter rising ramp and sail the track, ground of the second road 6 into, enter second
Crossing is sailed out of after craspedodrome road, the north orientation south P of the south, road 6.
(5) human and vehicle shunting, sees Fig. 2, Fig. 5 and Fig. 7:
Crossing central authorities all tracks sink, sinking layer track upper design is walking square, by east,
South, west, the walkway of north four direction are linked as entirety, and pedestrian from which direction may be used
To be reached by crossroad, car vehicle need not be dodged, traffic lights need not be waited.
Claims (5)
- null1. track, a crossroad is without intersecting the most current traffic system，The second road including the first east-west road with south-north direction forms crossroad，The crossing, north side of the first road of the east is formed with north east right-turn lane D、East orientation western Through Lane A and east orientation south left turn lane C，Crossing, southern side is formed with south east right-turn lane F、West Through Lane B eastwards and north orientation east left turn lane E，The crossing, north side of the first road of western end is formed with north west right-turn lane N、East orientation western Through Lane A and south orientation western left turn lane G，Crossing, southern side is formed with west south right-turn lane H、West Through Lane B and west left turn lane M northwards eastwards，The crossing, east side of the second road of the North is formed with north east right-turn lane D and west left turn lane M northwards，Crossing, west side is formed with north west right-turn lane N and north orientation east left turn lane E，The crossing, east side of the second road of the south is formed with south east right-turn lane F and south orientation western left turn lane G，Crossing, west side is formed with west south right-turn lane H and east orientation south left turn lane C，The first inversion grade separation track it is provided with at the east crossing of the first described road，It is equipped with the second inversion grade separation track at the western end crossing of the first described road，The X-shaped viaduct that the first described inversion grade separation track and the second inversion grade separation track are all made up of upper and lower double layer channel intersection，Every layer of passage is equipped with two tracks；It is provided with the 3rd inversion grade separation track at the crossing, the south of the second described road, it is equipped with the 4th inversion grade separation track at the North crossing of the second described road, the X-shaped viaduct that the 3rd described inversion grade separation track and the 4th inversion grade separation track are made up of upper and lower double layer channel intersection, every layer of passage is equipped with a track；The east orientation western Through Lane A of the east of the first described road is connected with the east orientation western Through Lane A of the western end of the first described road by a track of lower channel in the second inversion grade separation track described in a track connection of the lower channel in the first described inversion grade separation track, the east orientation south left turn lane C of the east of the first described road is connected with the east orientation south left turn lane C of the south of the second described road by the lower channel in the 3rd inversion grade separation track described in another track connection of the lower channel in the first described inversion grade separation track, and the north east right-turn lane D of the east of the first described road is connected with the north east right-turn lane D of the North of the second described road；The west of the western end of the first described road Through Lane B eastwards is connected with the west Through Lane B eastwards of the east of the first described road by a track of upper channel in the first inversion grade separation track described in a track connection of the upper channel in the second described inversion grade separation track, the west of the western end of the first described road left turn lane M northwards is connected with the west left turn lane M northwards of the North of the second described road by the lower channel in the 4th inversion grade separation track described in another track connection of the upper channel in the second described inversion grade separation track, and the west south right-turn lane H of the western end of the first described road is connected with the west south right-turn lane H of the south of the second described road；The south orientation western left turn lane G of the south of the second described road is connected with the south orientation western left turn lane G of the western end of the first described road by another track of lower channel in the second inversion grade separation track described in the upper channel connection in the 3rd described inversion grade separation track, and the south east right-turn lane F of the south of the second described road is connected with the south east right-turn lane F of the east of the first described road；The north orientation east left turn lane E of the North of the second described road is connected with the north orientation east left turn lane E of the east of the first described road by another track of upper channel in the first inversion grade separation track described in the upper channel connection in the 4th described inversion grade separation track, the north west right-turn lane N of the North of the second described road is connected with the north west right-turn lane N of the western end of the first described road, it is characterized in that: through the western Through Lane A of the east orientation described in crossroad, west Through Lane B eastwards, east orientation south left turn lane C, north east right-turn lane D, north orientation east left turn lane E, south east right-turn lane F, south orientation western left turn lane G, west south right-turn lane H, west left turn lane M northwards and north west right-turn lane N all sinks to ground, ground at the parting of the ways is provided with walkway.
- nullTrack, crossroad the most according to claim 1 is without intersecting the most current traffic system，It is characterized in that: the second described road is provided with south orientation north craspedodrome road Q and craspedodrome road, north orientation south P，The 3rd described inversion grade separation track and the levels passage in the 4th inversion grade separation track all increase by one article of track，Described craspedodrome road, the south orientation north Q of the south of the second described road is connected with craspedodrome road, the south orientation north Q of the North of the second described road by the track that the first overpass is newly-increased with the lower channel in the 4th described inversion grade separation track through the track that the upper channel in the 3rd described inversion grade separation track is newly-increased，Described craspedodrome road, the north orientation south P of the North of the second described road is connected with craspedodrome road, the north orientation south P of the south of the second described road by the track that the second overpass is newly-increased with the lower channel in the 3rd described inversion grade separation track through the track that the upper channel in the 4th described inversion grade separation track is newly-increased.
- 3. realize track, crossroad described in claim 1 without intersecting the control method of the most current traffic system, it is characterized in that: comprise the following steps:(1), vehicle four-way continuous right-turn passes through；A, crossing four direction right-turning vehicles are kept to the right, and enter sinking floor track district by falling ramp before entering crossing；B, vehicle drive through crossing by the rightmost side in the district of sinking floor track；C, vehicle are by sailing out of crossing after sailing track, ground, the rightmost side into by rising ramp behind crossing；(2), vehicle four-way is turned left current continuously；Turn left in a, south orientation west: the entrance south orientation western left turn lane G that keeps to the left before vehicle enters crossing is sailed in south, crossing, adjacent with track H by change lane of turning left on ground behind inversion district, track, and enters sinking floor track district by falling ramp before entering crossing；The vehicle side that keeps left in the district of sinking floor track is close to after right-turn lane H drives through crossing, after continuing to travel and travel through below track B and track M, sail out of crossing after sailing track, ground into by rising ramp；Northwards turn left in b, west: the entrance west left turn lane M northwards that keeps to the left before vehicle enters crossing is sailed in west, crossing, adjacent with track N by change lane of turning left on ground behind inversion district, track, and enters sinking floor track district by falling ramp before entering crossing；The vehicle side that keeps left in the district of sinking floor track is close to after right-turn lane N drives through crossing, after continuing to travel and travel through below the E of track, sail out of crossing after sailing track, ground into by rising ramp；Turn left in c, north orientation east: the entrance north orientation east left turn lane E that keeps to the left before vehicle enters crossing is sailed in the north, crossing, adjacent with track D by change lane of turning left on ground behind inversion district, track, and enters sinking floor track district by falling ramp before entering crossing；The vehicle side that keeps left in the district of sinking floor track is close to after right-turn lane D drives through crossing, by sailing track, ground after rising ramp into, continue to travel also to turn right after change lane enters behind track, C southern side, track on ground in inversion district, track and sails out of crossing；D, turn left in east orientation south: the entrance east orientation south left turn lane C that keeps to the left before vehicle enters crossing is sailed in east, crossing, sinking layer track is entered after sailing falling ramp into, change lane of turning left in inversion district, track is adjacent with track F, and enter sinking floor track district by falling ramp before entering crossing, continue to travel after inversion district, track travels through below track E and track B, adjacent with track F at sinking layer track layer change lane of turning left, the vehicle side that keeps left in the district of sinking floor track is close to after right-turn lane F drives through crossing, track, G west side, track is entered after continuing to travel and travel through below the G of track, and sail out of crossing after sailing track, ground into by rising ramp；(3), the two-way craspedodrome of vehicle thing；Keep straight in a, east orientation west: east, crossing is sailed vehicle and sailed middle east orientation western Through Lane A into, by entering sinking layer track after falling ramp, after inversion district, track travels through below track E and track B, sinking layer track turn left change lane enter track, B southern side, track follow-up continuous drive through crossing after, after travelling through below track B and track M again, enter track G and track N middle lane at sinking layer track layer change lane of turning right, continue to drive through after rising ramp sails track, ground into and sail out of crossing；Keep straight on eastwards in b, west: west, crossing is sailed vehicle and sailed middle west Through Lane B eastwards into, and change lane of turning left on ground when by inversion district, track enters follow-up the continuing in track, A north side, track and sails, and enter falling ramp and sail sinking layer track into；After vehicle continues to drive through crossing, enter rising ramp and sail track, ground into, turn right after change lane enters track E and track B middle lane on ground in inversion district, track and sail out of crossing.
- The track, crossroad that realizes the most according to claim 3, without intersecting continuously the control method of current traffic system, is characterized in that: also include step (4), the two-way craspedodrome in vehicle north and south；Keep straight in a, south orientation north: south, end crossing, the second south of road is sailed vehicle and sailed craspedodrome road, the south orientation north Q of centre into, dock with the first overpass in the 3rd inversion grade separation track, enter craspedodrome road, the south orientation north Q in the 4th inversion grade separation track again from the first overpass (7), continue to drive through after rising ramp sails the track, ground of second north of a road end into and sail out of crossing；Keep straight in b, north orientation south: the north, crossing of second north of a road end is sailed vehicle and sailed craspedodrome road, the north orientation south P of centre into, follow-up the continuing in P track, craspedodrome road, north orientation south entering the second overpass on ground when by the track, upper strata in the 4th inversion grade separation track is sailed, and enters falling ramp and sails sinking layer track into；After vehicle continues to drive through craspedodrome road, the north orientation south P of the lower floor in the 3rd inversion grade separation track, enter rising ramp and sail the track, ground of the second road into, after entering craspedodrome road, the north orientation south P of second south of road end, sail out of crossing.
- 5. according to realizing track, crossroad without intersecting continuously the control method of current traffic system described in claim 3 or 4, it is characterized in that: also include step (5), human and vehicle shunting:A, all tracks of crossing central authorities sink, sinking layer track upper design is walking square, and the walkway of east, south, west, north four direction is linked as entirety, and no matter pedestrian can be reached by crossroad from which direction, vehicle need not be dodged, traffic lights need not be waited.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510063850.0A CN104612012B (en) | 2015-02-06 | 2015-02-06 | Track, crossroad is without intersecting the most current traffic system and control method thereof |
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| CN201510063850.0A CN104612012B (en) | 2015-02-06 | 2015-02-06 | Track, crossroad is without intersecting the most current traffic system and control method thereof |
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| CN108642984A (en) * | 2018-06-11 | 2018-10-12 | 冯阳 | A kind of three ground separated interchange bridges |
| CN110306391A (en) * | 2019-07-01 | 2019-10-08 | 葛广成 | A kind of method that left turning vehicle passes through crossing |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| DE3224429A1 (en) * | 1982-06-30 | 1984-01-12 | Horst 6338 Hüttenberg Hellwig | PLAN-FREE NODE POINTS |
| CN1150611A (en) * | 1995-11-21 | 1997-05-28 | 彭中 | 'Pi' shape interchange |
| KR100407561B1 (en) * | 2001-09-15 | 2003-12-18 | 복 성 김 | Crossing system with three corners |
| JP4538670B2 (en) * | 2004-03-08 | 2010-09-08 | 琢也 大野 | Urban unsigned three-dimensional intersection using hierarchical road |
| CN201010844Y (en) * | 2007-03-23 | 2008-01-23 | 李国维 | Crossroad overpass |
| CN102094372A (en) * | 2009-12-11 | 2011-06-15 | 北京环能海臣科技有限公司 | Highway overpass bridge |
| CN201634978U (en) * | 2009-12-31 | 2010-11-17 | 余宾来 | Road intersection system of T-shaped junction |
| CN103161105A (en) * | 2011-12-12 | 2013-06-19 | 洛阳丰兴机械科技有限公司 | Crossroad unblocked bridge |
| CN204530358U (en) * | 2015-02-06 | 2015-08-05 | 童斐 | Track, crossroad is without intersection current traffic system continuously |
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