CN202925407U - Level-crossing crossed type or level-crossing X type intersection system - Google Patents
Level-crossing crossed type or level-crossing X type intersection system Download PDFInfo
- Publication number
- CN202925407U CN202925407U CN2012202709733U CN201220270973U CN202925407U CN 202925407 U CN202925407 U CN 202925407U CN 2012202709733 U CN2012202709733 U CN 2012202709733U CN 201220270973 U CN201220270973 U CN 201220270973U CN 202925407 U CN202925407 U CN 202925407U
- Authority
- CN
- China
- Prior art keywords
- highway section
- hand rotation
- traffic lights
- crossing
- craspedodrome
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Abstract
The utility model relates to a level-crossing crossed type or a level-crossing X type intersection system. Four road sections connected with the intersection, including a road section A, a road section B, a road section C and a road section D, are distributed in the anti-clockwise direction in sequence, wherein a direct exit lane and a left-turning exit lane do not share the same lane on each road section of one group of two opposite road sections; a left-turning rear vehicle buffer area is arranged on a lane adjacent to the left side of the direct lane; a left-turn waiting area is arranged on a lane in another travelling direction adjacent to the left-turning rear vehicle buffer area; a vehicle converting intersection is arranged at an area which has certain distance from the intersection, and is provided with the left-turn waiting area and the left-turning rear vehicle buffer area; left-turning traffic lights and right-turning traffic lights are arranged in the middle of the vehicle converting intersection; and the left-turning traffic lights and the right-turning traffic lights are arranged reversely. According to the road section arrangement, left-turning can be simultaneously achieved on group of two opposite road sections, so that the passing capacity is improved, waiting time is reduced, and the energy waste is reduced.
Description
Technical field
The present invention relates to the road traffic field, is the cross or usual friendship X-type cross crossing system of a kind of usual friendship.
Background technology
Along with the city process is constantly accelerated, the continuous increase of city vehicle, the urban road congestion situation will be more and more serious.The intersection is the bottleneck of vehicle pass-through, although flyover crossing can solve the vehicle pass-through problem of blocking up, the flyover crossing cost is high, area occupied is large, high to existing road reformation difficulty, so the flyover crossing accounting is very little, can not effectively solve the intersection problem of blocking up; Level crossing then occupies a large amount of ratios, and the traffic capacity deficiency of level crossing is to cause a major reason blocking up; Four highway sections that link to each other with described intersection are according to counterclockwise being distributed with successively highway section A, highway section B, highway section C, highway section D; Therein on each highway section in one group of two relative highway section, each highway section such as highway section B and highway section D, when vehicle is kept straight on and motor vehicles turn left, the disjoint left-hand rotation motor vehicles of adjacent highway section and through vehicles can be realized turning left simultaneously, thereby the raising traffic capacity, reduce the stand-by period, reduce energy waste.
Summary of the invention
The objective of the invention is to solve four highway sections that link to each other in described intersection, according to counterclockwise being distributed with successively highway section A, highway section B, highway section C, highway section D; Therein on each highway section in one group of two relative highway section, such as each highway section at highway section B and highway section D, vehicle is kept straight on and during the motor vehicles left-hand rotation, can solve the disjoint left-hand rotation motor vehicles of adjacent highway section and through vehicles and can not realize the problem of turning left simultaneously.Thereby the saving transit time improves road passage capability, and this retrofit scheme difficulty is little, cost is low, be convenient to popularization.
The present invention is achieved through the following technical solutions:
Cross or the usual friendship X-type cross crossing system of a kind of usual friendship is characterized in that: four highway sections that link to each other with described intersection, according to counterclockwise being distributed with successively highway section A, highway section B, highway section C, highway section D; Highway section B and highway section D are on same straight line, and highway section A and highway section C are on same straight line, and this system is according to following 1) or 2) arrange; 1), on each highway section of highway section B and highway section D, craspedodrome exit lane and left-hand rotation exit lane are not total to the road, and the craspedodrome exit lane number of a, highway section D and left-hand rotation exit lane are counted sum and be not less than highway section B craspedodrome import number of track-lines and highway section A left-hand rotation import number of track-lines sum; B, the craspedodrome exit lane number of highway section B and left-hand rotation exit lane are counted sum and are not less than highway section D craspedodrome import number of track-lines and highway section C left-hand rotation import number of track-lines sum, on highway section A and highway section C, vehicle buffer area (6) is arranged on the adjacent track, the left side, craspedodrome road (12) after will turning left, left turn waiting zone (15) are arranged on the track with another the adjacent direction of traffic of rear vehicle buffer area (6) that turns left, in a distance, distance intersection, have simultaneously left turn waiting zone (15) and turn left after vehicle conversion crossing (2) is set in the zone of vehicle buffer area (6), commander's left-hand rotation motor vehicles are set in the middle of vehicle conversion crossing (2) sail the left-hand rotation traffic lights (3) of left turn waiting zone (15) and the right-hand rotation traffic lights (4) that commander's left-hand rotation motor vehicles roll rear vehicle buffer area (6) away from into, described left-hand rotation traffic lights (3) and described right-hand rotation traffic lights (4) arrange dorsad; 2), on each highway section of highway section A and highway section C, craspedodrome exit lane and left-hand rotation exit lane are not total to the road, and the craspedodrome exit lane number of a, highway section C and left-hand rotation exit lane are counted sum and be not less than highway section A craspedodrome import number of track-lines and highway section D left-hand rotation import number of track-lines sum; The craspedodrome exit lane number of b, highway section A and left-hand rotation exit lane are counted sum and are not less than highway section C craspedodrome import number of track-lines and highway section B left-hand rotation import number of track-lines sum; On highway section B and highway section D, vehicle buffer area (6) is arranged on the adjacent track, the left side, craspedodrome road (12) after will turning left, left turn waiting zone (15) are arranged on the track with another the adjacent direction of traffic of rear vehicle buffer area (6) that turns left, in a distance, distance intersection, have simultaneously left turn waiting zone (15) and turn left after vehicle conversion crossing (2) is set in the zone of vehicle buffer area (6), commander's left-hand rotation motor vehicles are set in the middle of vehicle conversion crossing (2) sail the left-hand rotation traffic lights (3) of left turn waiting zone (15) and the right-hand rotation traffic lights (4) that commander's left-hand rotation motor vehicles roll rear vehicle buffer area (6) away from into, described left-hand rotation traffic lights (3) and described right-hand rotation traffic lights (4) arrange dorsad.It is the induced signal lamp that left-hand rotation traffic lights (3) are set, during the green light of left-hand rotation traffic lights (3), after the left-hand rotation motor vehicles of left turn waiting zone (15) are booked, automatically switch to red light, prevent from that motor vehicles stop up exchange crossing (2).
Such as the preceding paragraph 1) as described in, the vehicle of highway section A turns left to highway section D, and the vehicle of highway section B turns left to highway section A; The vehicle of highway section C turns left to highway section B, and the vehicle of highway section D turns left to highway section C; 1), on highway section A and highway section C, the motor vehicles of left-hand rotation first by left turn waiting zone (15), then by described intersection, are finished left-hand rotation according to time sequencing under the control of main traffic lights (9); 2), on highway section B and highway section D, the motor vehicles of left-hand rotation according to time sequencing from turn left to wait to make a detour (16) by described intersection, under the control of main traffic lights (9), vehicle buffer area (6) after entering.Further, on A highway section and C highway section, the vehicle that turns left is when the green light of described left-hand rotation traffic lights (3) lights, turn left to sail into left turn waiting zone (15) according to time sequencing by being arranged on turn left to wait to make a detour (16) before, conversion crossing (2), when the left-hand rotation green light of main traffic lights (9) lights, left turning vehicle according to time sequencing from the left turn waiting zone (15) finish left-hand rotation by the main crossings mouth; 2), on B highway section and D highway section, the motor vehicles that turn left are when the left-hand rotation green light of main traffic lights (9) lights, the vehicle that turns left enters turn left rear vehicle buffer area (6) from turning left wait make a detour (16) according to time sequencing, when the green light of described right-hand rotation traffic lights (4) lighted, vehicle was rolled away from by exchange crossing (2) by vehicle buffer area (6) after turning left according to time sequencing and finishes left-hand rotation;
The length of described craspedodrome exit lane and described left-hand rotation exit lane is minimum 50 meters of the stop line nearest apart from the intersection; Described conversion crossing (2) is the stop line 15-1000 rice nearest apart from the intersection to the certain distance of intersection; Described craspedodrome road (12), turn left wait make a detour (16), right-hand rotation road (7), left turn waiting zone (15), turn left after vehicle buffer area (6), main crossings crossing left turn lane (14), right-hand rotation road, main crossings crossing (13) be one or one or more track.
By intersection of the present invention, can realize vehicle pass-through efficient, save transit time, improved road passage capability.In usual friendship right-angled intersection and X-type cross crossing situation, be specially adapted to the road of twocouese six-lane or twocouese six-lane above (except the situation in the common road of right-hand rotation motor vehicles and through vehicles).
Description of drawings
Fig. 1 traffic lights and craspedodrome road (12) that to be usual friendship right-angled intersection or usual friendship X-type cross crossing adopt the inventive method to dispose in A highway section and C highway section, turn left to wait make a detour (16), right-hand rotation road (7), left turn waiting zone (15), vehicle buffer area (6) after turning left, main crossings crossing left turn lane (14), right-hand rotation road, main crossings crossing (13), nonmotorized vehicle lane (11), exchange crossing (2), the left-hand rotation stop line (1) at exchange crossing (2), the right-hand rotation stop line (5) at exchange crossing (2) and the schematic diagram of signal lamp position.
Fig. 2 is the simple and easy schematic diagram of phase place.
Fig. 3 is that vehicle is kept straight on to highway section D one direction at highway section B among Fig. 1, the schematic diagram that highway section B turns left to highway section D simultaneously to highway section A and highway section A.
Fig. 4 is that vehicle is kept straight on to highway section D one direction at highway section B among Fig. 1, another schematic diagram that highway section B turns left to highway section D simultaneously to highway section A and highway section A.
Fig. 5 be among Fig. 1 vehicle at the schematic diagram of highway section B to the two-way craspedodrome of highway section D.
Fig. 6 is that vehicle is kept straight on to highway section B one direction at highway section D among Fig. 1, the schematic diagram that highway section D turns left to highway section B simultaneously to highway section C and highway section C.
Fig. 7 is that vehicle is kept straight on to highway section B one direction at highway section D among Fig. 1, another schematic diagram that highway section D turns left to highway section B simultaneously to highway section C and highway section C.
Fig. 8 is the schematic diagram of vehicle when highway section A keeps straight on to highway section C twocouese among Fig. 1.
Fig. 9 is vehicle another schematic diagram when highway section A keeps straight on to highway section C twocouese among Fig. 1.
Figure 10 is the traditional scheme at usual friendship right-angled intersection or usual friendship X-type cross crossing.
The specific embodiment
The present invention will be further described below in conjunction with accompanying drawing.
Embodiment:
Turn left to the unidirectional craspedodrome of highway section D vehicle, highway section B to highway section A left-hand rotation motor vehicles and highway section A also turns left simultaneously to highway section D left-hand rotation motor vehicles with highway section B, and highway section D turns left to the unidirectional craspedodrome of highway section B vehicle, highway section D to highway section C left-hand rotation motor vehicles and highway section C also turns left to be example simultaneously to highway section B left-hand rotation motor vehicles.
Referring to Fig. 1, as on A highway section and C highway section, vehicle buffer area (6) is arranged on the adjacent track, the left side, craspedodrome road (12) after will turning left, left turn waiting zone (15) are arranged on the track with another the adjacent direction of traffic of rear vehicle buffer area (6) that turns left, in a distance, distance intersection, have simultaneously left turn waiting zone (15) and turn left after vehicle conversion crossing (2) is set in the zone of vehicle buffer area (6), commander's left-hand rotation motor vehicles are set in the middle of vehicle conversion crossing (2) sail the left-hand rotation traffic lights (3) of left turn waiting zone (15) and the right-hand rotation traffic lights (4) that commander's left-hand rotation motor vehicles roll rear vehicle buffer area (6) away from into, described left-hand rotation traffic lights (3) and described right-hand rotation traffic lights (4) arrange dorsad.
Referring to Fig. 2, be simple and easy phase place ordering chart.
1, referring to Fig. 3, highway section B lights to craspedodrome and the left-hand rotation green light of the highway section described intersection of D direction traffic lights (9), and the left-hand rotation green light of highway section A to highway section C direction and highway section B to the highway section described intersection of D direction traffic lights (9) lights; Light to c2 sidewalk traffic lights (8) green light from c1.The described left-hand rotation traffic lights of C direction (3) green light lights.
Highway section B is current to highway section D one direction through vehicles, other highway section through vehicles stagnation of movement; Highway section A finishes left-hand rotation to highway section C direction left turning vehicle through described intersection; Highway section B is to highway section D direction left-hand rotation motor vehicles from the vehicle buffer area (6) after make a detour (16) enter left-hand rotation through described intersection that turns left, and C left-hand rotation motor vehicles in highway section enter left turn waiting zone (15) through exchange crossing (2); The pedestrian jaywalks from c1 to the c2 direction through zebra stripes (10), and A, B, C, D four direction right-hand rotation motor vehicles are dodged walk.
2, referring to Fig. 4, highway section B is green light to the craspedodrome of the highway section described intersection of D direction traffic lights (9), and the left-hand rotation of highway section A to highway section C direction and highway section B to the highway section described intersection of D direction traffic lights (9) is green light; Be green light from c1 to c2 sidewalk traffic lights (8); The described left-hand rotation traffic lights of C direction (3) are green light; The described left-hand rotation traffic lights of A direction (3) red light lights, and the described right-hand rotation traffic lights of A direction (4) green light lights.
Highway section B is current to highway section D one direction through vehicles, other highway section through vehicles stagnation of movement; Highway section A finishes left-hand rotation to highway section C direction left turning vehicle through described intersection; Highway section B is to highway section D direction left-hand rotation motor vehicles from the vehicle buffer area (6) after make a detour (16) enter left-hand rotation through described intersection that turns left, after the described right-hand rotation traffic lights of A direction (4) green light lighted, the left-hand rotation motor vehicles were finished left-hand rotation from the rear vehicle buffer area (6) that turns left through exchange crossing (2); C left-hand rotation motor vehicles in highway section continue to enter left turn waiting zone (15) through exchange crossing (2); The pedestrian continues to jaywalk from c1 to the c2 direction through zebra stripes (10), and A, B, C, D four direction right-hand rotation motor vehicles are dodged walk.
3, referring to Fig. 5, highway section B is green light to the craspedodrome of the highway section described intersection of D direction traffic lights (9); The left-hand rotation of highway section A to highway section C direction and highway section B to the highway section described intersection of D direction traffic lights (9) is red light; Highway section D becomes green light to the craspedodrome of the highway section described intersection of B direction traffic lights (9); From c1 to c2, a1 is green light to a2 sidewalk traffic lights (8); The described left-hand rotation traffic lights of C direction (3) are green light; After the left turning vehicle of A direction vehicle buffer area (6) after turning left emptied, the described right-hand rotation traffic lights of A direction (4) transferred red light to, and the described left-hand rotation traffic lights of A direction (3) green light lights.
Highway section B is current to highway section D twocouese through vehicles, other highway section through vehicles stagnation of movement; Highway section A arrives highway section D direction left-hand rotation motor vehicles stagnation of movement to highway section C direction and highway section B; C left-hand rotation motor vehicles in highway section continue to enter left turn waiting zone (15) through exchange crossing (2), when becoming green light, highway section A left-hand rotation motor vehicles begin to enter left turn waiting zone (15) through exchange crossing (2) highway section A left-hand rotation motor vehicles at the left-hand rotation traffic lights (3) that exchange crossing (2).The pedestrian from c1 to c2, a1 to the a2 direction through zebra stripes (10) jaywalk, A, B, C, D four direction right-hand rotation motor vehicles are dodged walk.
4, referring to Fig. 6, highway section B becomes red light to the craspedodrome of the highway section described intersection of D one direction traffic lights (9); Highway section D is green light to the craspedodrome of the highway section described intersection of B one direction traffic lights (9), and the left-hand rotation green light of highway section D to highway section B direction and highway section C to the highway section described intersection of A direction traffic lights (9) lights; Transferring red light from c1 to c2 sidewalk traffic lights (8), is green light from a1 to a2 sidewalk traffic lights (8), and the described left-hand rotation traffic lights of A direction (3) are green light.
Highway section D is current to highway section B direction through vehicles, other highway section through vehicles stagnation of movement; Highway section C finishes left-hand rotation to highway section A direction left turning vehicle through described intersection; Highway section D is to highway section B direction left-hand rotation motor vehicles from the vehicle buffer area (6) after make a detour (16) enter left-hand rotation through described intersection that turns left, and A left-hand rotation motor vehicles in highway section enter left turn waiting zone (15) through exchange crossing (2); The pedestrian jaywalks from a1 to the a2 direction through zebra stripes (10), and A, B, C, D four direction right-hand rotation motor vehicles are dodged walk.
5, referring to Fig. 7, highway section D is green light to the craspedodrome of the highway section described intersection of B direction traffic lights (9), and the left-hand rotation of highway section C to highway section A direction and highway section D to the highway section described intersection of B direction traffic lights (9) is green light; Be green light from a1 to a2 sidewalk traffic lights (8); The described left-hand rotation traffic lights of A direction (3) are green light; Behind the described left-hand rotation traffic lights of C direction (3) when red, the described right-hand rotation traffic lights of C direction (4) green light lights.
Highway section D is current to highway section B one direction through vehicles, other highway section through vehicles stagnation of movement; Highway section C finishes left-hand rotation to highway section A direction left turning vehicle through described intersection; Highway section D is to highway section B direction left-hand rotation motor vehicles from the vehicle buffer area (6) after make a detour (16) enter left-hand rotation through described intersection that turns left, after the described right-hand rotation traffic lights of C direction (4) green light lighted, the left-hand rotation motor vehicles were finished left-hand rotation from the rear vehicle buffer area (6) that turns left through exchange crossing (2); A direction left-hand rotation motor vehicles in highway section continue to enter left turn waiting zone (15) through exchange crossing (2); The pedestrian continues to jaywalk from a1 to the a2 direction through zebra stripes (10), and A, B, C, D four direction right-hand rotation motor vehicles are dodged walk.
6, referring to Fig. 8, highway section A becomes green light to the craspedodrome of the highway section described intersection of C twocouese traffic lights (9), other highway section through vehicles stagnation of movement; The left-hand rotation of highway section C to highway section A direction and highway section D to the highway section described intersection of B direction traffic lights (9) becomes red light; Become red light from a1 to a2 sidewalk traffic lights (8); The described left-hand rotation traffic lights of A direction (3) are green light; The described left-hand rotation traffic lights of C direction (3) are red light, and the described right-hand rotation traffic lights of C direction (4) are green light.From b1 to b2, d1 becomes green light to d2 sidewalk traffic lights (8).
Highway section A is current to highway section C twocouese through vehicles, other highway section through vehicles stagnation of movement; Highway section C stops to turn left to highway section B direction left turning vehicle to highway section A direction and highway section D; The left-hand rotation motor vehicles that enter the rear vehicle buffer area (6) of highway section C left-hand rotation are finished left-hand rotation through exchange crossings (2); A direction left-hand rotation motor vehicles in highway section continue to enter left turn waiting zone (15) through exchange crossing (2); The pedestrian from b1 to b2, d1 to the d2 direction through zebra stripes (10) jaywalk, A, B, C, D four direction right-hand rotation motor vehicles are dodged walk.
7, referring to Fig. 9, highway section A becomes green light to the craspedodrome of the highway section described intersection of C twocouese traffic lights (9), other highway section through vehicles stagnation of movement; Become red light from a1 to a2 sidewalk traffic lights (8); The described left-hand rotation traffic lights of A direction (3) are green light; The C highway section is after the left turning vehicle that enters vehicle buffer area (6) empties, and described right-hand rotation traffic lights (4) become red light, and described left-hand rotation traffic lights (3) are green light; From b1 to b2, d1 is green light to d2 sidewalk traffic lights (8).
Highway section A is current to highway section C twocouese through vehicles, other highway section through vehicles stagnation of movement; The C highway section is after the left turning vehicle that enters vehicle buffer area (6) empties, after described right-hand rotation traffic lights (4) become red light, left-hand rotation traffic lights (3) are green light, and the left-hand rotation motor vehicles will enter left turn waiting zone (15) by exchange crossing (2); A direction left-hand rotation motor vehicles in highway section continue to enter left turn waiting zone (15) through exchange crossing (2); The pedestrian from b1 to b2, d1 to the d2 direction through zebra stripes (10) jaywalk, A, B, C, D four direction right-hand rotation motor vehicles are dodged walk.
By the step of above-mentioned 1-7, finish whole circulation.
In sum, more than be preferred embodiment of the present invention only, be not for limiting protection scope of the present invention.Within the spirit and principles in the present invention all, any modification of doing, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (5)
1. cross or usual friendship X-type cross crossing system of usual friendship is characterized in that: four highway sections that link to each other with described intersection, according to counterclockwise being distributed with successively highway section A, highway section B, highway section C, highway section D; Highway section B and highway section D are on same straight line, and highway section A and highway section C are on same straight line, and this system is according to following 1) or 2) arrange; 1), on each highway section of highway section B and highway section D, craspedodrome exit lane and left-hand rotation exit lane are not total to the road, and the craspedodrome exit lane number of a, highway section D and left-hand rotation exit lane are counted sum and be not less than highway section B craspedodrome import number of track-lines and highway section A left-hand rotation import number of track-lines sum; B, the craspedodrome exit lane number of highway section B and left-hand rotation exit lane are counted sum and are not less than highway section D craspedodrome import number of track-lines and highway section C left-hand rotation import number of track-lines sum, on highway section A and highway section C, vehicle buffer area (6) is arranged on the adjacent track, the left side, craspedodrome road (12) after will turning left, left turn waiting zone (15) are arranged on the track with another the adjacent direction of traffic of rear vehicle buffer area (6) that turns left, in a distance, distance intersection, have simultaneously left turn waiting zone (15) and turn left after vehicle conversion crossing (2) is set in the zone of vehicle buffer area (6), commander's left-hand rotation motor vehicles are set in the middle of vehicle conversion crossing (2) sail the left-hand rotation traffic lights (3) of left turn waiting zone (15) and the right-hand rotation traffic lights (4) that commander's left-hand rotation motor vehicles roll rear vehicle buffer area (6) away from into, described left-hand rotation traffic lights (3) and described right-hand rotation traffic lights (4) arrange dorsad; 2), on each highway section of highway section A and highway section C, craspedodrome exit lane and left-hand rotation exit lane are not total to the road, and the craspedodrome exit lane number of a, highway section C and left-hand rotation exit lane are counted sum and be not less than highway section A craspedodrome import number of track-lines and highway section D left-hand rotation import number of track-lines sum; The craspedodrome exit lane number of b, highway section A and left-hand rotation exit lane are counted sum and are not less than highway section C craspedodrome import number of track-lines and highway section B left-hand rotation import number of track-lines sum; On highway section B and highway section D, vehicle buffer area (6) is arranged on the adjacent track, the left side, craspedodrome road (12) after will turning left, left turn waiting zone (15) are arranged on the track with another the adjacent direction of traffic of rear vehicle buffer area (6) that turns left, in a distance, distance intersection, have simultaneously left turn waiting zone (15) and turn left after vehicle conversion crossing (2) is set in the zone of vehicle buffer area (6), commander's left-hand rotation motor vehicles are set in the middle of vehicle conversion crossing (2) sail the left-hand rotation traffic lights (3) of left turn waiting zone (15) and the right-hand rotation traffic lights (4) that commander's left-hand rotation motor vehicles roll rear vehicle buffer area (6) away from into, described left-hand rotation traffic lights (3) and described right-hand rotation traffic lights (4) arrange dorsad.
2. crossing as claimed in claim 1 system, described left-hand rotation traffic lights (3) are the induction traffic lights.
3. crossing as claimed in claim 1 system, the length of described craspedodrome exit lane and described left-hand rotation exit lane are minimum 50 meters of the stop line nearest apart from the intersection.
4. crossing as claimed in claim 1 system, described conversion crossing (2) is the stop line 15-1000 rice nearest apart from the intersection to the certain distance of intersection.
5. crossing as claimed in claim 1 system is characterized in that: described craspedodrome road (12), turn left wait make a detour (16), right-hand rotation road (7), left turn waiting zone (15), turn left after vehicle buffer area (6), main crossings crossing left turn lane (14), right-hand rotation road, main crossings crossing (13) be one or one or more track.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202709733U CN202925407U (en) | 2012-06-11 | 2012-06-11 | Level-crossing crossed type or level-crossing X type intersection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202709733U CN202925407U (en) | 2012-06-11 | 2012-06-11 | Level-crossing crossed type or level-crossing X type intersection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202925407U true CN202925407U (en) | 2013-05-08 |
Family
ID=48215384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012202709733U Expired - Fee Related CN202925407U (en) | 2012-06-11 | 2012-06-11 | Level-crossing crossed type or level-crossing X type intersection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202925407U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938510A (en) * | 2014-04-21 | 2014-07-23 | 张善沐 | Conflict-free two-phase signal intersection |
| CN104975547A (en) * | 2014-04-01 | 2015-10-14 | 李胜利 | Intersection road bridge |
| CN108589452A (en) * | 2018-05-03 | 2018-09-28 | 曾令全 | Surface road intersection and its traffic control method |
-
2012
- 2012-06-11 CN CN2012202709733U patent/CN202925407U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104975547A (en) * | 2014-04-01 | 2015-10-14 | 李胜利 | Intersection road bridge |
| CN103938510A (en) * | 2014-04-21 | 2014-07-23 | 张善沐 | Conflict-free two-phase signal intersection |
| CN103938510B (en) * | 2014-04-21 | 2016-11-16 | 张善沐 | A kind of conflict free Two-phases signal crossing |
| CN108589452A (en) * | 2018-05-03 | 2018-09-28 | 曾令全 | Surface road intersection and its traffic control method |
| CN108589452B (en) * | 2018-05-03 | 2020-09-01 | 曾令全 | Plane road intersection and traffic control method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103046444B (en) | Intersection with optimized settings and traffic control method of the intersection | |
| CN103745604B (en) | A kind of hommization high-level efficiency cross-road passages for pedestrians and control method thereof | |
| CN102817295B (en) | Stereoscopic crossroad parking multi-station through linkage hinge type pendulum flyover | |
| WO2014173028A1 (en) | Level intersection crisscross interactive pedestrian-car-bus convenience anti-bottleneck mode traffic | |
| CN100425768C (en) | Zero commuter station structure of bus and zero transferring fast public traffic system | |
| CN102493298B (en) | Intersection capable of realizing simultaneous left turn | |
| CN101736663A (en) | Traffic diverging system for roundabout | |
| CN107016857A (en) | A kind of signal-control crossing left-turning traffic Combination Design optimization method | |
| CN103382695A (en) | Variable-expansion intersection lane | |
| CN1986966A (en) | Method for increasing traffic capacity of plane cross intersection | |
| CN101476271A (en) | Setting method for multi-mode parking and transfer facilities in lough type bus station | |
| CN103498394B (en) | A kind of automobile-use planar road net system | |
| CN202925407U (en) | Level-crossing crossed type or level-crossing X type intersection system | |
| CN104695296A (en) | Roundabout traffic diversion system | |
| CN105672074A (en) | Urban road crossroad diversion system | |
| CN102268852A (en) | Two-phase implementation method of urban road transport system | |
| CN203689700U (en) | Pedestrian crossing facility | |
| CN202694578U (en) | Left turning vehicle traffic control system | |
| WO2015055006A1 (en) | Level crossing having five-direction complementary and vertically and horizontally interactive traffic at level crossing | |
| CN105654738A (en) | Composition structure of intersection and left-turn control method for intersection | |
| CN103233404B (en) | A kind of intersection improving public transit vehicle operational efficiency | |
| CN108442197B (en) | Channeling and passing method for arranging bus stop and bus lane at intersection | |
| CN113136753B (en) | Urban non-motor vehicle lane design method for slow traffic | |
| CN201031334Y (en) | City decussation overpass | |
| CN102191733A (en) | Urban traffic system without traffic lights |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130508 Termination date: 20150611 |
|
| EXPY | Termination of patent right or utility model |