CN104612011A - Cross-free continuous traffic system for T-junction lane and control method of cross-free continuous traffic system - Google Patents
Cross-free continuous traffic system for T-junction lane and control method of cross-free continuous traffic system Download PDFInfo
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- CN104612011A CN104612011A CN201510063128.7A CN201510063128A CN104612011A CN 104612011 A CN104612011 A CN 104612011A CN 201510063128 A CN201510063128 A CN 201510063128A CN 104612011 A CN104612011 A CN 104612011A
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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 T-junction 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 T-shaped road junction without intersection current traffic system continuously, the invention still further relates to the control method of this track, T-shaped road junction 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, T-shaped road junction 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, T-shaped road junction a kind of without the continuous current traffic system of intersection.
In order to solve above-mentioned first technical problem, track, T-shaped road junction 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 T-shaped road junction, the crossing, north side of the first road of the east is formed with 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 and west direct lane B eastwards, the crossing, north side of the first road of west end is formed with 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 and west direct lane B eastwards, 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 road, the second inversion grade separation track is equipped with at the end crossing, west of the first road, first 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 or one deck passage is provided with two tracks, another layer of passage is equipped with a track, be provided with the 3rd inversion grade separation track at the crossing of the second road, the 3rd inversion grade separation track intersects 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 connects the lower channel in a second inversion grade separation track track by a track of the lower channel in the first inversion grade separation track is connected with the western direct lane A of the east orientation of the west end of the first road, and the east orientation south left turn lane C of the east of the first road connects the 3rd inversion grade separation track lower channel by another track of the lower channel in the first inversion grade separation track is connected with the southern left turn lane C of the east orientation of the second road, the west of the west end of the first road eastwards the direct lane B track that connected the upper channel in the first inversion grade separation track by the track of the upper channel in the second inversion grade separation track and the east of the first road west eastwards direct lane B be connected, the west south right-turn lane H of the west end of the first road is connected with the west south right-turn lane H of the second road, the south orientation western left turn lane G of the second road connects the second inversion grade separation track another track of lower channel by the upper channel in the 3rd inversion grade separation track is connected with the western left turn lane G of the south orientation of the west end of the first road, and the south east right-turn lane F of the second road is connected with the south east right-turn lane F of the east of the first road.
Through the western direct lane of the east orientation described in T-shaped road junction A, west, direct lane B, east orientation south left turn lane C, south east right-turn lane F, the western left turn lane G of south orientation and west south right-turn lane H all sink to ground eastwards, and the ground in T-shaped road junction is provided with walkway.
In order to solve above-mentioned second technical problem, track, T-shaped road junction provided by the invention, without the control method of the continuous current traffic system of intersection, comprises the following steps:
(1), vehicle two passes through to continuous right-turn:
A, two, crossing 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 two is current to turning left 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 west south right-turn lane H by change lane of turning left on ground behind the 3rd inversion grade separation track, and sinking floor track district is entered 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 west eastwards direct lane B, sails out of crossing after sailing track, ground into by rising ramp;
B, 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 the first inversion grade separation track 1 is adjacent with track F, and sinking floor track district is entered by falling ramp before entering crossing, continue to travel after the 3rd inversion grade separation track travels through below west eastwards direct lane B, adjacent with south east right-turn lane 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 enter track, south orientation western left turn lane G west side after travelling through below south orientation western left turn lane G, 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 the first inversion grade separation track travels through below west eastwards direct lane B, sinking layer track turn left change lane enter west eastwards track, direct lane B southern side follow-up continuous drive through crossing after, after travelling through below west eastwards direct lane B again, enter the western direct lane A of east orientation 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, east orientation western direct lane A north side by change lane of turning left on ground during the second inversion grade separation 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, change lane of turning right on ground in the first inversion grade separation track 1 enters west and sails out of crossing after direct lane B eastwards;
(4) human and vehicle shunting:
The all tracks of crossing central authorities sink, sinking layer track upper design is walking square, and the walkway in Jiang Dong, south, three directions, west is linked as entirety, and pedestrian cannot can pass through T-shaped road junction at any time from which direction, car vehicle need not be dodged, need not traffic lights be waited.
Adopt the track, T-shaped road junction 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 T-shaped road junction that 1, city is main, human and vehicle shunting can be realized simultaneously, T-shaped road junction 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, T-shaped road junction 12 can be realized to full-overpass as increased the overhead craspedodrome passage of design one.
2, T-shaped road junction, can realize human and vehicle shunting simultaneously, two-way craspedodrome that is current and horizontal direction is turned left to turn right continuously in three directions, T-shaped road junction, realizes that T-shaped road junction pedestrian three directions are accessible to have free passage simultaneously.
3, 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.
4, 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.
5, Business Pedestrian street is made.
6, the access of speedway.
7, all-round construction urban barrier-free walking channel and bicycle lane, helps health of people trip.
8, bus rapid transit (BRT) is made fast.
9, the two-way fast passing of the access way of large parking lot is applied to.
10, 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, T-shaped road junction 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 described in this crossing traffic system and walking areas floor map.
Fig. 3 is along K-K line cut-away view in Fig. 2.
Fig. 4 is along S-S line cut-away view in Fig. 2.
Fig. 5 is along J-J line sectional drawing in Fig. 2.
Detailed description of the invention
Below in conjunction with accompanying drawing, this crossing traffic system is described further.
The description in the east in the application, south, three orientation, west, all the descriptions in the orientation determining crossing for convenience, being not limited to this three orientation, can be any orientation in any one-tenth T-shaped road junction, as long as the first road and the second road 6 form T-shaped road junction.
See Fig. 1, the first east-west road 5 forms T-shaped road junction with the second road 6 of south-north direction, the crossing, north side of the first road 5 of the east is formed with 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 and west direct lane B eastwards, the crossing, north side of the first road 5 of west end is formed with 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 and west direct lane B eastwards, 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 or one deck passage is provided with two tracks, another layer of passage is equipped with a track, be provided with the 3rd inversion grade separation track, inversion grade separation track the 3, three 3 at the crossing of the second road 6 and intersect by upper and lower double layer channel the X-shaped overpass bridge formed, 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, and the east orientation south left turn lane C of the east of the first road 5 connects the 3rd inversion grade separation track 3 lower channel by another track of the lower channel in the first inversion grade separation track 1 is connected with the southern left turn lane C of the east orientation of the second road 6, the west of the west end of the first road 5 eastwards the direct lane B track that connected the upper channel in the first inversion grade separation track 1 by the 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 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 second road 6, the south orientation western left turn lane G 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 second road 6 is connected with the south east right-turn lane F of the east of the first road 5.
See Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, ground is all sunk in east orientation through T-shaped road junction western direct lane A, west eastwards direct lane B, east orientation south left turn lane C, south east right-turn lane F, the western left turn lane G of south orientation and west south right-turn lane H, the ground in T-shaped road junction is provided with walking square 7, and both sides are provided with walkway 4.
See Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, walkway is positioned at whole outside and top, the middle section sinking layer track ground line at crossing.Track comprises: east orientation western direct lane A, west eastwards direct lane B, east orientation south left turn lane C, south east right-turn lane F, the western left turn lane G of south orientation and west south right-turn lane H amount to 6 tracks.Crossing toward east westerly southward three directions be designed with double-deck inverter structure track, 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.
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 a right-turn lane and west south right-turn lane H inside walkway; Centre is west direct lane B 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 east orientation western direct lane A, the western left turn lane G of south orientation two tracks are parallel through current below west eastwards direct lane B.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.
Track, T-shaped road junction provided by the invention, without the control method of the continuous current traffic system of intersection, comprises the following steps:
(1), vehicle two passes through to continuous right-turn; See Fig. 1:
A, two, crossing direction right-turning vehicles (F, H) 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 two is current to turning left continuously; See Fig. 1:
Turn left in c, 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 west south right-turn lane H by change lane of turning left on ground behind the 3rd inversion grade separation track 3, and sinking floor track district is entered 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 west eastwards direct lane B, sails out of crossing after sailing track, ground into by rising ramp;
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 the first inversion grade separation track 1 is adjacent with track F, and sinking floor track district is entered by falling ramp before entering crossing, continue to travel after the 3rd inversion grade separation track 3 travels through below west eastwards direct lane B, adjacent with south east right-turn lane 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 enter track, south orientation western left turn lane G west side after travelling through below south orientation western left turn lane G, 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 b, 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 the first inversion grade separation track 1 travels through below west eastwards direct lane B, sinking layer track turn left change lane enter west eastwards track, direct lane B southern side follow-up continuous drive through crossing after, after travelling through below west eastwards direct lane B again, enter the western direct lane A of east orientation 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, east orientation western direct lane A north side by change lane of turning left on ground during the second inversion grade separation track 2, enter falling ramp and sail sinking layer track into; After vehicle continues to drive through crossing, enter rising ramp and sail track, ground into, change lane of turning right on ground in the first inversion grade separation track 1 enters west and sails out of crossing after direct lane B eastwards;
(4) human and vehicle shunting, see Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5:
The all tracks of crossing central authorities sink, sinking layer track upper design is walking square, and the walkway in Jiang Dong, south, three directions, west is linked as entirety, and pedestrian cannot can pass through T-shaped road junction at any time from which direction, car vehicle need not be dodged, need not traffic lights be waited.
Claims (4)
1. track, a T-shaped road junction is without intersection current traffic system continuously, the second road comprising the first east-west road and south-north direction forms T-shaped road junction, the crossing, north side of the first road of the east is formed with 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 and west direct lane B eastwards, the crossing, north side of the first road of west end is formed with 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 and west direct lane B eastwards, 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 road, the second inversion grade separation track is equipped with at the end crossing, west of the first road, first 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 or one deck passage is provided with two tracks, another layer of passage is equipped with a track, be provided with the 3rd inversion grade separation track at the crossing of the second road, the 3rd inversion grade separation track intersects 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 connects the lower channel in a second inversion grade separation track track by a track of the lower channel in the first inversion grade separation track is connected with the western direct lane A of the east orientation of the west end of the first road, and the east orientation south left turn lane C of the east of the first road connects the 3rd inversion grade separation track lower channel by another track of the lower channel in the first inversion grade separation track is connected with the southern left turn lane C of the east orientation of the second road, the west of the west end of the first road 5 eastwards the direct lane B track that connected the upper channel in the first inversion grade separation track by the track of the upper channel in the second inversion grade separation track and the east of the first road west eastwards direct lane B be connected, the west south right-turn lane H of the west end of the first road is connected with the west south right-turn lane H of the second road, the south orientation western left turn lane G of the second road connects the second inversion grade separation track another track of lower channel by the upper channel in the 3rd inversion grade separation track is connected with the western left turn lane G of the south orientation of the west end of the first road, and the south east right-turn lane F of the second road is connected with the south east right-turn lane F of the east of the first road.
2. track, T-shaped road junction according to claim 1 is without intersection current traffic system continuously, it is characterized in that: through the western direct lane of the east orientation described in T-shaped road junction A, west, direct lane B, east orientation south left turn lane C, south east right-turn lane F, the western left turn lane G of south orientation and west south right-turn lane H all sink to ground eastwards, and the ground in T-shaped road junction is provided with walkway.
3. realize the control method of track, T-shaped road junction according to claim 1 without the continuous current traffic system of intersection, it is characterized in that: comprise the following steps:
(1), vehicle two passes through to continuous right-turn:
A, two, crossing 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 two is current to turning left 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 west south right-turn lane H by change lane of turning left on ground behind the 3rd inversion grade separation track, and sinking floor track district is entered 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 west eastwards direct lane B, sails out of crossing after sailing track, ground into by rising ramp;
B, 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 the first inversion grade separation track 1 is adjacent with track F, and sinking floor track district is entered by falling ramp before entering crossing, continue to travel after the 3rd inversion grade separation track travels through below west eastwards direct lane B, adjacent with south east right-turn lane 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 enter track, south orientation western left turn lane G west side after travelling through below south orientation western left turn lane G, 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 the first inversion grade separation track 1 travels through below west eastwards direct lane B, sinking layer track turn left change lane enter west eastwards track, direct lane B southern side follow-up continuous drive through crossing after, after travelling through below west eastwards direct lane B again, enter the western direct lane A of east orientation 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, east orientation western direct lane A north side by change lane of turning left on ground during the second inversion grade separation track 2, enter falling ramp and sail sinking layer track into; After vehicle continues to drive through crossing, enter rising ramp and sail track, ground into, change lane of turning right on ground in the first inversion grade separation track 1 enters west and sails out of crossing after direct lane B eastwards.
4. the track, T-shaped road junction that realizes according to claim 3 is without intersecting continuously the control method of current traffic system, it is characterized in that: also comprise step (4) human and vehicle shunting: all tracks of crossing central authorities sink, sinking layer track upper design is walking square, the walkway in Jiang Dong, south, three directions, west is linked as entirety, pedestrian cannot can pass through T-shaped road junction at any time from which direction, car vehicle need not be dodged, need not traffic lights be waited.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510063128.7A CN104612011A (en) | 2015-02-06 | 2015-02-06 | Cross-free continuous traffic system for T-junction lane and control method of cross-free continuous traffic system |
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| CN201510063128.7A CN104612011A (en) | 2015-02-06 | 2015-02-06 | Cross-free continuous traffic system for T-junction lane and control method of cross-free continuous traffic system |
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| CN104612011A true CN104612011A (en) | 2015-05-13 |
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| CN201510063128.7A Pending CN104612011A (en) | 2015-02-06 | 2015-02-06 | Cross-free continuous traffic system for T-junction lane and control method of cross-free continuous traffic system |
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| Country | Link |
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| CN (1) | CN104612011A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107700296A (en) * | 2016-08-07 | 2018-02-16 | 汪光凯 | Full dive T-shaped is latent to hand over bridge |
| CN108642984A (en) * | 2018-06-11 | 2018-10-12 | 冯阳 | A kind of three ground separated interchange bridges |
| CN113073506A (en) * | 2021-04-23 | 2021-07-06 | 李益安 | Three one-to-two-layer rectangular bridge deck overpass at three-way intersection |
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| CN1069091A (en) * | 1992-07-09 | 1993-02-17 | 乔晓东 | The X-shaped orientation type grade separation bridge |
| CN1105084A (en) * | 1994-06-07 | 1995-07-12 | 阴继庞 | 4/4(4/3) lane double layer crossless stereo bridge on land |
| CN101538821A (en) * | 2008-03-21 | 2009-09-23 | 王征 | TT overpass |
| CN204509921U (en) * | 2015-02-06 | 2015-07-29 | 童斐 | Track, T-shaped road junction is without intersection current traffic system continuously |
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| US1543080A (en) * | 1924-08-25 | 1925-06-23 | John F Goode | Street-traffic system |
| CN1069091A (en) * | 1992-07-09 | 1993-02-17 | 乔晓东 | The X-shaped orientation type grade separation bridge |
| CN1105084A (en) * | 1994-06-07 | 1995-07-12 | 阴继庞 | 4/4(4/3) lane double layer crossless stereo bridge on land |
| CN101538821A (en) * | 2008-03-21 | 2009-09-23 | 王征 | TT overpass |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107700296A (en) * | 2016-08-07 | 2018-02-16 | 汪光凯 | Full dive T-shaped is latent to hand over bridge |
| CN108642984A (en) * | 2018-06-11 | 2018-10-12 | 冯阳 | A kind of three ground separated interchange bridges |
| CN113073506A (en) * | 2021-04-23 | 2021-07-06 | 李益安 | Three one-to-two-layer rectangular bridge deck overpass at three-way intersection |
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