CN104612012A - Cross-free continuous traffic system for crossroad lane and control method of cross-free continuous traffic system - Google Patents
Cross-free continuous traffic system for crossroad lane and control method of cross-free continuous traffic system Download PDFInfo
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- CN104612012A CN104612012A CN201510063850.0A CN201510063850A CN104612012A CN 104612012 A CN104612012 A CN 104612012A CN 201510063850 A CN201510063850 A CN 201510063850A CN 104612012 A CN104612012 A CN 104612012A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
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Abstract
The invention discloses a cross-free continuous traffic system for a crossroad lane and a control method of the cross-free continuous traffic system. Contravariant interchange lanes are arranged at road junctions; each contravariant interchange lane is an X-shaped overpass formed by crossing an upper passage and a lower passage; and the construction on brand-new efficient urban road traffic systems and overall construction on urban safe walking passages and bicycle passages at traffic lights of most road junctions are cancelled. Meanwhile, the cross-free continuous traffic system has very important practical significance in comprehensively increasing the operating efficiencies of urban roads, improving the living quality of people and the livable levels of cities and reducing urban traffic pollution.
Description
Technical field
The present invention relates to a kind of traffic system, particularly relate to track, a kind of crossroad without intersection current traffic system continuously, the invention still further relates to the control method of this track, crossroad without the continuous current traffic system of intersection.
Background technology
Along with development and the prosperity of human society, world every day all constantly to occur to change.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 trip of people can be farther faster, and along with the speed goes of automobile is fast, we have invented again traffic lights, and the traveling allowing road get on the car becomes safer more in order.But along with the growth of urban population, in city, automobile quantity constantly increases, urban road becomes and more and more blocks up, traffic lights become effective restraint and promote road traffic efficiency bottleneck, and meanwhile, the traffic pollution caused due to traffic congestion also becomes more and more serious.As the megalopolis Beijing, Moscow, traffic congestion has badly influenced the life of people and economic further developing and prosperity.Efficiency is passed through in order to improve road, we start in city to build free way and overpass bridge, but traditional overpass bridge is because complex structure, floor space are large, design and the reason such as the construction period is long, construction cost is high and cannot use comprehensively, meanwhile, become better and better along with road is more and more wider, but people but find trip in city particularly walking but become more and more inconvenient; We also need to arrange more traffic police to direct traffic at most of crossings in city to maintain the normal operation of peak period sooner or later, city, the pollution that traffic causes also health affecting us etc.
How to cancel traffic lights, improve crossing vehicle pass-through efficiency exponentially, and the walkway of safe ready is provided simultaneously, become the frequent urgent need to solve the problem of society.
Comprehensive summary up till now not high the and pedestrian of urban congestion, crossing traffic efficiency go across the road inconvenient and with serious pollution main cause have following some:
1. because the road cross of the overwhelming majority is not overpass bridge, vehicle by time need to wait traffic lights just by, directly affect vehicle and pass through crossing efficiency, and cause the traffic system inefficiency in whole city.
2. at present most road cross does not realize human and vehicle shunting, and pedestrian's both inconveniences of going across the road are also dangerous, can more and more aggravate along with urban road becomes more and more broader this situation.
3. traffic efficiency has no idea effectively to promote at present, along with city vehicle continues to increase, causes traffic and more and more blocks up, particularly morning and evening peak period, and the pollution in city also becomes more and more serious, and traffic pollution is also the one of the main reasons causing city haze.Existing crossing grade separation traffic system due to complex structure, the construction period is long, floor space is large, construction cost is high, and does not thoroughly solve the problem of walkway, also cannot in city overall application.
Summary of the invention
First technical problem to be solved by this invention be to provide a kind of crossing need not arrange wait traffic lights, traffic efficiency is high, vehicle goes directly another crossing track, crossroad is without intersection current traffic system continuously.
Second technical problem to be solved by this invention is to provide the control method of this track, crossroad a kind of without the continuous current traffic system of intersection.
In order to solve above-mentioned first technical problem, track, crossroad provided by the invention is without intersection current traffic system continuously, the second road comprising the first east-west road and 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, the western direct lane A of east orientation and east orientation south left turn lane C, crossing, southern side is formed with south east right-turn lane F, west is direct lane B and north orientation east left turn lane E eastwards, the crossing, north side of the first road of west end is formed with north west right-turn lane N, east orientation western direct lane A and the western left turn lane G of south orientation, crossing, southern side is formed with west south right-turn lane H, west is direct 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 the western left turn lane G of south orientation, 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 is provided with at the east crossing of the first described road, the second inversion grade separation track is equipped with at the end crossing, west of the first described road, the first described inversion grade separation track and the second inversion grade separation track all intersect by upper and lower double layer channel the X-shaped overpass bridge formed, every layer of passage is equipped with two tracks, the 3rd inversion grade separation track is provided with at the crossing, the south of the second described road, the 4th inversion grade separation track is equipped with at the North crossing of the second described road, the 3rd described inversion grade separation track and the 4th inversion grade separation track intersect by upper and lower double layer channel the X-shaped overpass bridge formed, and every layer of passage is equipped with a track, a track of the lower channel in the second inversion grade separation track described in the east orientation western direct lane A of the east of the first described road is connected by a track of the lower channel in the first described inversion grade separation track is connected with the western direct lane A of the east orientation of the west end of the first described road, the lower channel in the 3rd inversion grade separation track described in the east orientation south left turn lane C of the east of the first described road is connected by another track of the lower channel in the first described inversion grade separation track is connected with the southern left turn lane C of the east orientation of the south of the second described road, 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 west end of the first described road eastwards direct lane B connected by a track of the upper channel in the second described inversion grade separation track described in the first inversion grade separation track upper channel a track and the east of the first described road west eastwards direct lane B be connected, the west of the west end of the first described road northwards left turn lane M connected by another track of the upper channel in the second described inversion grade separation track described in the 4th inversion grade separation track lower channel and the North of the second described road west northwards left turn lane M be connected, the west south right-turn lane H of the west end of the first described road is connected with the west south right-turn lane H of the south of the second described road, another track of the lower channel in the second inversion grade separation track described in the south orientation western left turn lane G of the south of the second described road is connected by the upper channel in the 3rd described inversion grade separation track is connected with the western left turn lane G of the south orientation of the west end of the first described road, 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, another track of the upper channel in the first inversion grade separation track described in the north orientation east left turn lane E of the North of the second described road is connected by the upper channel in the 4th described inversion grade separation track is connected with the eastern left turn lane E of the north orientation of the east of the first described road, and 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 west end of the first described road.
The second described road is provided with south orientation north craspedodrome road Q and north orientation south craspedodrome road P, the levels passage in the 3rd described inversion grade separation track and the 4th inversion grade separation track all increases by one article of track, the track that the track that the described upper channel of south orientation north craspedodrome road Q through the 3rd described inversion grade separation track of the south of the second described road increases newly is increased newly by the first viaduct and the lower channel in the 4th described inversion grade separation track is connected with the northern craspedodrome road Q of the south orientation of the North of the second described road, the track that the track that the described upper channel of north orientation south craspedodrome road P through the 4th described inversion grade separation track of the North of the second described road increases newly is increased newly by the second viaduct and the lower channel in the 3rd described inversion grade separation track is connected with the southern craspedodrome road P of the north orientation of the south of the second described road.
Through the western direct lane of the east orientation described in crossroad A, west eastwards direct lane B, 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, the western left turn lane G of south orientation, west south right-turn lane H, west northwards left turn lane M and north west right-turn lane N all sink to ground, ground is at the parting of the ways provided with walkway.
In order to solve above-mentioned second technical problem, track, crossroad provided by the invention, without the control method of the continuous current traffic system of intersection, 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, before entering crossing, enter sinking floor track district by falling ramp;
B, vehicle drive through crossing by the rightmost side in the district of sinking floor track;
C, vehicle sail 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: south, crossing is sailed to keep to the left before vehicle enters crossing and entered the western left turn lane G of south orientation, 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, continues to travel and also, after travelling through below track B and track M, sails out of crossing after sailing track, ground into by rising ramp;
Northwards turn left in b, west: west, crossing is sailed to keep to the left before vehicle enters crossing and entered west left turn lane M northwards, 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, continues to travel and also, after travelling through below the E of track, sails out of crossing after sailing track, ground into by rising ramp;
Turn left in c, north orientation east: the north, crossing is sailed to keep to the left before vehicle enters crossing and entered north orientation east left turn lane E, 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, continues to travel and change lane of turning right on ground in inversion district, track enters after behind track, C southern side, track and sails out of crossing;
D, turn left in east orientation south: east, crossing is sailed to keep to the left before vehicle enters crossing and entered east orientation south left turn lane C, 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 sinking floor track district is entered 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, continue travel and after travelling through below the G of track, enter track, G west side, 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 the western direct lane A of middle east orientation 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 direct lane B eastwards into, sail entering follow-up the continuing in track, A north side, track by change lane of turning left on ground during inversion district, track, 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.
(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 middle south orientation north craspedodrome road Q into, dock with the first viaduct in the 3rd inversion grade separation track, enter the south orientation north craspedodrome road Q in the 4th inversion grade separation track again from the first viaduct, 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 middle north orientation south craspedodrome road P into, follow-up the continuing in north orientation P track, craspedodrome road, south entering the second viaduct when the track, upper strata by the 4th inversion grade separation track on ground is sailed, and enters falling ramp and sails sinking layer track into; Vehicle enters the track, ground that rising ramp sails the second road into after continuing the north orientation south craspedodrome road P of the lower floor driving through the 3rd inversion grade separation track, sails out of crossing after entering the north orientation south craspedodrome road P of second south of road end.
Further, (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 pedestrian cannot can pass through crossroad at any time from which direction, car vehicle need not be dodged, need not traffic lights be waited.
Adopt the track, crossroad of technique scheme without intersection current traffic system and control method thereof continuously, be characterized in:
Cancel crossing whole traffic lights, improve crossing by efficiency more than one times, and city ordinary road is effectively connected become free way;
Human and vehicle shunting, pedestrian can be walked on urban road and becomes freedom and security;
Directly effectively realize urban barrier-free passage;
This traffic system design science, less for the former ambient influnence of road periphery, 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, be applicable to city popularize in an all-round way application;
Significantly save the land area that urban road takies;
The traffic accident of effective reduction road cross and traffic mortality;
The number on duty of direct minimizing road cross traffic-police;
Be applied to the entrance design of speedway, can significantly reduce Vomitory road floor space and construction cost;
Directly effectively can promote the realization of the comprehensive intelligent transportation in city;
Directly effectively reduce urban traffic energy wastage in bulk or weight and gross contamination.
The present invention can extensive use field of road traffic: the crossroad that 1, city is main, human and vehicle shunting can be realized simultaneously, crossroad four direction turns left to turn right continuously current, thing or north and south two-way simultaneous is kept straight on, realize that crossing pedestrian's four direction is accessible to have free passage simultaneously; Track, crossroad 12 can be realized to full-overpass as increased the overhead craspedodrome passage of design one.
2, special polygon road junction, realizes human and vehicle shunting, and simultaneously continuously current and pedestrian is multi-direction accessiblely has free passage for multiple directions.
3, the stream of people concentrated area such as school, hospital, sports center, realizes human and vehicle shunting, improves traffic efficiency and the safety of stream of people's wagon flow comprehensively.
4, Business Pedestrian street is made.
5, the access of speedway.
6, all-round construction urban barrier-free walking channel and bicycle lane, helps health of people trip.
7, bus rapid transit (BRT) is made fast.
8, the two-way fast passing of the access way of large parking lot is applied to.
9, urban planning is applied to.
Present invention achieves and cancel walking channel and the bicycle lane that most of road junction traffic light builds new high efficiency urban highway traffic system and all-round construction urban safety.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.
Meanwhile, the crossing traffic system of institute of the present invention art is due to scientific structure, less for the former ambient influnence of road periphery, 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 be also significant.
To the invention solves in prior art vehicle because of causing that crossing traffic efficiency is low, Vehicle Speed is unhappy by waiting traffic lights during crossing; Pedestrian goes across the road inconvenient and dangerous; Tradition overpass bridge is because complex structure, floor space are large, design and the reason such as the construction period is long, construction cost is high and cannot use comprehensively; The crossing that flow is large must have traffic police to direct traffic; Traffic intersection easily has an accident; Along with city vehicle continues to increase, traffic is more and more blocked up, and the pollution in city also becomes more and more serious problem.
In sum, the present invention be a kind of crossing need not arrange wait traffic lights, traffic efficiency is high, vehicle goes directly another crossing track, crossroad is without intersection current traffic system and control method thereof continuously.
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 of the present invention and walkway floor map.
Fig. 3 is the track inversion district K-K cross-sectional view in direction to the east of crossing.
Fig. 4 is the track inversion district 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 viaduct newly.
Fig. 7 is the structure top view that crossing, north and south increases viaduct newly.
Fig. 8 is along R-R line cut-away view in Fig. 7.
Fig. 9 is along U-U line cut-away view in Fig. 7.
Figure 10 is along T-T line cut-away view in Fig. 7.
Detailed description of the invention
Below in conjunction with accompanying drawing, this crossing traffic system is described further.
The description in four orientation, east, south, west, north in the application is all the descriptions in the orientation determining crossing for convenience, is not limited to this four orientation, as long as any orientation of two intersection formation crossroads.
See Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, the first east-west road 5 forms crossroad with the second road 6 of south-north direction, the crossing, north side of the first road 5 of the east is formed with north east right-turn lane D, the western direct lane A of east orientation and east orientation south left turn lane C, crossing, southern side is formed with south east right-turn lane F, west is direct lane B and north orientation east left turn lane E eastwards, the crossing, north side of the first road 5 of west end is formed with north west right-turn lane N, east orientation western direct lane A and the western left turn lane G of south orientation, crossing, southern side is formed with west south right-turn lane H, west is direct lane B and west left turn lane M northwards eastwards, the crossing, east side of the second road 6 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 6 of the south is formed with south east right-turn lane F and the western left turn lane G of south orientation, 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 1 is provided with at the east crossing of the first road 5, the second inversion grade separation track 2 is equipped with at the end crossing, west of the first road 5, first inversion grade separation track 1 and the second inversion grade separation track 2 all intersect by upper and lower double layer channel the X-shaped overpass bridge formed, every layer of passage is equipped with two tracks, the 3rd inversion grade separation track 3 is provided with at the crossing, the south of the second road 6, the 4th inversion grade separation track 4 is equipped with at the North crossing of the second road 6,3rd inversion grade separation track 3 and the 4th inversion grade separation track 4 intersect by upper and lower double layer channel the X-shaped overpass bridge formed, and every layer of passage is equipped with a track, the east orientation western direct lane A of the east of the first road 5 connects the lower channel in the second inversion grade separation track 2 track by a track of the lower channel in the first inversion grade separation track 1 is connected with the western direct lane A of the east orientation of the west end of the first road 5, the east orientation south left turn lane C of the east of the first road 5 is connected by the lower channel in connection the 3rd inversion grade separation track 3, another track of the lower channel in the first inversion grade separation track 1 and the east orientation south left turn lane C in the southern side of the second road 6, the north east right-turn lane D of the east of the first road 5 is connected with the north east right-turn lane D of the North of the second road 6, the west of the west end of the first road 5 eastwards a direct lane B track being connected the upper channel in the first inversion grade separation track 1 by a track of the upper channel in the second inversion grade separation track 2 and the east of the first road 5 west eastwards direct lane B be connected, the west of the west end of the first road 5 northwards the left turn lane M lower channel that connected the 4th inversion grade separation track 4 by another track of the upper channel in the second inversion grade separation track 2 and the North of the second road 6 west northwards left turn lane M be connected, the west south right-turn lane H of the west end of the first road 5 is connected with the west south right-turn lane H of the south of the second road 6, the south orientation western left turn lane G of the south of the second road 6 connects the lower channel in the second inversion grade separation track 2 another track by the upper channel in the 3rd inversion grade separation track 3 is connected with the western left turn lane G of the south orientation of the west end of the first road 5, and the south east right-turn lane F of the south of the second road 6 is connected with the south east right-turn lane F of the east of the first road 5, the north orientation east left turn lane E of the North of the second road 6 connects the upper channel in the first inversion grade separation track 1 another track by the upper channel in the 4th inversion grade separation track 4 is connected with the eastern left turn lane E of the north orientation of the east of the first road 5, and the north west right-turn lane N of the North of the second road 6 is connected with the north west right-turn lane N of the west end of the first road 5.
See Fig. 6, Fig. 7, Fig. 8, Fig. 9 and Figure 10, further, second road 6 is provided with south orientation north craspedodrome road Q and north orientation south craspedodrome road P, the levels passage in the 3rd inversion grade separation track 3 and the 4th inversion grade separation track 4 all increases by one article of track, the track that the track that the south orientation north upper channel of craspedodrome road Q through the 3rd inversion grade separation track 3 of the south of the second road 6 increases newly is increased newly by the first viaduct 7 and the lower channel in the 4th inversion grade separation track 4 is connected with the northern craspedodrome road Q of the south orientation of the North of the second road 6, the track that the track that the north orientation south upper channel of craspedodrome road P through the 4th inversion grade separation track 4 of the North of the second road 6 increases newly is increased newly by the second viaduct 8 and the lower channel in the 3rd inversion grade separation track 3 is connected with the southern craspedodrome road P of the north orientation of the south of the second road 6.
East orientation through crossroad western direct lane A, west eastwards direct lane B, 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, the western left turn lane G of south orientation, west south right-turn lane H, west northwards left turn lane M and north west right-turn lane N all sink to ground, ground is at the parting of the ways provided with walking square 9, and both sides are provided with walkway 10.
As shown in Figure 1, walkway is positioned at whole outside and top, the middle section sinking layer track ground line at crossing.Track comprises: northwards left turn lane M, north west right-turn lane N amount to 10 tracks (note: can realize direction, 12, crossroad after setting up north and south craspedodrome viaduct full-overpass current) direct lane B, 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 eastwards for east orientation western direct lane A, west.Crossing is designed with double-deck inverter structure track toward northern four direction westerly southward toward east, thing direct lane and all left turn lanes realize after track is dislocated in inversion district, track, enter into sinking layer track together with all right-turn lanes, same plane is positioned in all tracks, sinking floor track district, crossing, track absolute altitude is negative 5 meters, and different directions track medium design has dividing strip, track, district, sinking floor track outermost is right-turn lane, centre is left turn lane, inner side is thing direct lane, except inversion district, track, all independently pass through and intersect without facade in all tracks.(note: this Fig. 1 illustrates for thing craspedodrome, if north and south is kept straight on also identical; Presetting track is by being highly 4.5 meters simultaneously, and track, upper strata and People's Bank of China's passage in height are 0.5 meter).
As shown in Figure 3, track, inversion district, east orientation track, described crossing be divided into ground floor and sinking floor two-layer; The ground floor left and right sides is designed to walkway, is two right-turn lanes and west south right-turn lane H and north west right-turn lane N inside walkway; Centre is west direct lane B and west left turn lane M northwards eastwards, and its both sides are green area, ground; Inversion district, track track district immediate underlying layer is designed to south orientation western left turn lane G and the western direct lane A of east orientation, and direct lane B, west are parallel through current below left turn lane M northwards eastwards from west for east orientation western direct lane A, the western left turn lane G of south orientation two tracks.West, crossing is identical with east orientation to inversion district, track lane structure.
As shown in Figure 4, track, inversion district, crossing south orientation track be divided into ground floor and sinking floor two-layer; The ground floor left and right sides is designed to walkway, is two right-turn lanes and west south right-turn lane H and south east right-turn lane F inside walkway; Centre is the western left turn lane G of south orientation, and its both sides are green area, ground; Track inversion district sinking floor is designed to east orientation south left turn lane C, and east orientation south left turn lane C passes current below the western left turn lane G of south orientation.Inversion district, north orientation track, crossing lane structure is identical with south orientation.
As shown in Fig. 5 and Fig. 2, above sinking layer track, crossing, be designed to walkway 10, and be connected with the walkway 10 in track two with the right-hand bend of all directions four direction.
Track, crossroad provided by the invention, without the control method of the continuous current traffic system of intersection, 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), before entering crossing, enters sinking floor track district by falling ramp;
B, vehicle drive through crossing by the rightmost side in the district of sinking floor track;
C, vehicle sail 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; See Fig. 1:
Turn left in e, south orientation west: south, crossing is sailed to keep to the left before vehicle enters crossing and entered the western left turn lane G of south orientation, 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, continues to travel and also, after travelling through below track B and track M, sails out of crossing after sailing track, ground into by rising ramp;
Northwards turn left in f, west: west, crossing is sailed to keep to the left before vehicle enters crossing and entered west left turn lane M northwards, 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, continues to travel and also, after travelling through below the E of track, sails out of crossing after sailing track, ground into by rising ramp;
Turn left in g, north orientation east: the north, crossing is sailed to keep to the left before vehicle enters crossing and entered north orientation east left turn lane E, 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, continues to travel and change lane of turning right on ground in inversion district, track enters after behind track, C southern side, track and sails out of crossing;
H, turn left in east orientation south: east, crossing is sailed to keep to the left before vehicle enters crossing and entered east orientation south left turn lane C, 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 sinking floor track district is entered 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, continue travel and after travelling through below the G of track, enter track, G west side, track, and sail out of crossing after sailing track, ground into by rising ramp,
(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 the western direct lane A of middle east orientation 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 direct lane B eastwards into, sail entering follow-up the continuing in track, A north side, track by change lane of turning left on ground during inversion district, track, 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;
(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 middle south orientation north craspedodrome road Q into, dock with the first viaduct 7 in the 3rd inversion grade separation track 3, enter the south orientation north craspedodrome road Q in the 4th inversion grade separation track 4 again from the first viaduct 7, continue to drive through after rising ramp sails the track, ground of the second road 6 the North into and sail out of crossing;
Keep straight in b, north orientation south: the north, crossing of the second road 6 the North is sailed vehicle and sailed middle north orientation south craspedodrome road P into, follow-up the continuing in north orientation P track, craspedodrome road, south entering the second viaduct 8 when the track, upper strata by the 4th inversion grade separation track 4 on ground is sailed, and enters falling ramp and sails sinking layer track into; Vehicle enters the track, ground that rising ramp sails the second road 6 into after continuing the north orientation south craspedodrome road P of the lower floor driving through the 3rd inversion grade separation track 3, sails out of crossing after entering the north orientation south craspedodrome road P of second road 6 south.
(5) human and vehicle shunting, see Fig. 2, Fig. 5 and Fig. 7:
The 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 pedestrian cannot can pass through crossroad at any time from which direction, car vehicle need not be dodged, need not traffic lights be waited.
Claims (6)
1. track, a crossroad is without intersection current traffic system continuously, the second road comprising the first east-west road and 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, the western direct lane A of east orientation and east orientation south left turn lane C, crossing, southern side is formed with south east right-turn lane F, west is direct lane B and north orientation east left turn lane E eastwards, the crossing, north side of the first road of west end is formed with north west right-turn lane N, east orientation western direct lane A and the western left turn lane G of south orientation, crossing, southern side is formed with west south right-turn lane H, west is direct 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 the western left turn lane G of south orientation, crossing, west side is formed with west south right-turn lane H and east orientation south left turn lane C, it is characterized in that: be provided with the first inversion grade separation track at the east crossing of the first described road, the second inversion grade separation track is equipped with at the end crossing, west of the first described road, the first described inversion grade separation track and the second inversion grade separation track all intersect by upper and lower double layer channel the X-shaped overpass bridge formed, every layer of passage is equipped with two tracks, the 3rd inversion grade separation track is provided with at the crossing, the south of the second described road, the 4th inversion grade separation track is equipped with at the North crossing of the second described road, the 3rd described inversion grade separation track and the 4th inversion grade separation track intersect by upper and lower double layer channel the X-shaped overpass bridge formed, and every layer of passage is equipped with a track, a track of the lower channel in the second inversion grade separation track described in the east orientation western direct lane A of the east of the first described road is connected by a track of the lower channel in the first described inversion grade separation track is connected with the western direct lane A of the east orientation of the west end of the first described road, the lower channel in the 3rd inversion grade separation track described in the east orientation south left turn lane C of the east of the first described road is connected by another track of the lower channel in the first described inversion grade separation track is connected with the southern left turn lane C of the east orientation of the south of the second described road, 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 west end of the first described road eastwards direct lane B connected by a track of the upper channel in the second described inversion grade separation track described in the first inversion grade separation track upper channel a track and the east of the first described road west eastwards direct lane B be connected, the west of the west end of the first described road northwards left turn lane M connected by another track of the upper channel in the second described inversion grade separation track described in the 4th inversion grade separation track lower channel and the North of the second described road west northwards left turn lane M be connected, the west south right-turn lane H of the west end of the first described road is connected with the west south right-turn lane H of the south of the second described road, another track of the lower channel in the second inversion grade separation track described in the south orientation western left turn lane G of the south of the second described road is connected by the upper channel in the 3rd described inversion grade separation track is connected with the western left turn lane G of the south orientation of the west end of the first described road, 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, another track of the upper channel in the first inversion grade separation track described in the north orientation east left turn lane E of the North of the second described road is connected by the upper channel in the 4th described inversion grade separation track is connected with the eastern left turn lane E of the north orientation of the east of the first described road, and 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 west end of the first described road.
2. track, crossroad according to claim 1 is without intersection current traffic system continuously, it is characterized in that: the second described road is provided with south orientation north craspedodrome road Q and north orientation south craspedodrome road P, the levels passage in the 3rd described inversion grade separation track and the 4th inversion grade separation track all increases by one article of track, the track that the track that the described upper channel of south orientation north craspedodrome road Q through the 3rd described inversion grade separation track of the south of the second described road increases newly is increased newly by the first viaduct and the lower channel in the 4th described inversion grade separation track is connected with the northern craspedodrome road Q of the south orientation of the North of the second described road, the track that the track that the described upper channel of north orientation south craspedodrome road P through the 4th described inversion grade separation track of the North of the second described road increases newly is increased newly by the second viaduct and the lower channel in the 3rd described inversion grade separation track is connected with the southern craspedodrome road P of the north orientation of the south of the second described road.
3. track, crossroad according to claim 1 and 2 is without intersection current traffic system continuously, it is characterized in that: through the western direct lane of the east orientation described in crossroad A, west eastwards direct lane B, 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, the western left turn lane G of south orientation, west south right-turn lane H, west northwards left turn lane M and north west right-turn lane N all sink to ground, ground is at the parting of the ways provided with walkway.
4. realize the control method of track, crossroad according to claim 1 without the continuous current traffic system of intersection, 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, before entering crossing, enter sinking floor track district by falling ramp;
B, vehicle drive through crossing by the rightmost side in the district of sinking floor track;
C, vehicle sail 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: south, crossing is sailed to keep to the left before vehicle enters crossing and entered the western left turn lane G of south orientation, 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, continues to travel and also, after travelling through below track B and track M, sails out of crossing after sailing track, ground into by rising ramp;
Northwards turn left in b, west: west, crossing is sailed to keep to the left before vehicle enters crossing and entered west left turn lane M northwards, 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, continues to travel and also, after travelling through below the E of track, sails out of crossing after sailing track, ground into by rising ramp;
Turn left in c, north orientation east: the north, crossing is sailed to keep to the left before vehicle enters crossing and entered north orientation east left turn lane E, 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, continues to travel and change lane of turning right on ground in inversion district, track enters after behind track, C southern side, track and sails out of crossing;
D, turn left in east orientation south: east, crossing is sailed to keep to the left before vehicle enters crossing and entered east orientation south left turn lane C, 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 sinking floor track district is entered 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, continue travel and after travelling through below the G of track, enter track, G west side, 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 the western direct lane A of middle east orientation 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 direct lane B eastwards into, sail entering follow-up the continuing in track, A north side, track by change lane of turning left on ground during inversion district, track, 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.
5. the track, crossroad that realizes according to claim 4 is without intersecting continuously the control method of current traffic system, it is characterized in that: also comprise step (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 middle south orientation north craspedodrome road Q into, dock with the first viaduct in the 3rd inversion grade separation track, enter the south orientation north craspedodrome road Q in the 4th inversion grade separation track again from the first viaduct 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 middle north orientation south craspedodrome road P into, follow-up the continuing in north orientation P track, craspedodrome road, south entering the second viaduct when the track, upper strata by the 4th inversion grade separation track on ground is sailed, and enters falling ramp and sails sinking layer track into; Vehicle enters the track, ground that rising ramp sails the second road into after continuing the north orientation south craspedodrome road P of the lower floor driving through the 3rd inversion grade separation track, sails out of crossing after entering the north orientation south craspedodrome road P of second south of road end.
6. according to claim 4 or 5, realizing track, crossroad without intersecting continuously the control method of current traffic system, it is characterized in that: also comprise 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 pedestrian cannot can pass through crossroad at any time from which direction, car vehicle need not be dodged, need not traffic lights be waited.
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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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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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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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| CN104612012B (en) | 2016-08-17 |
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