CN103321116B - Cross way structure for dispersing traffic flow based on speeds at cross road - Google Patents
Cross way structure for dispersing traffic flow based on speeds at cross road Download PDFInfo
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- CN103321116B CN103321116B CN201310288515.1A CN201310288515A CN103321116B CN 103321116 B CN103321116 B CN 103321116B CN 201310288515 A CN201310288515 A CN 201310288515A CN 103321116 B CN103321116 B CN 103321116B
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The invention relates to a cross way structure for dispersing traffic flow based on speeds at a cross road. The structure comprises a cross overpass and a non-motorized passing way, wherein the cross overpass comprises a first motor way, a second motor way and four oblique moving ramps, wherein the first motor way and the second motor way are crossed at a plane at the crossed center; the four oblique moving ramps are respectively connected between the first motor way and the second motor way at the part far away from the crossed center; the non-motorized passing way comprises a first non-motorized way and a second non-motorized way which are crossed; the first non-motorized way extends in parallel at the single side of the first motor way, and forms plane cross or dimensional cross together with the second motor way; the second non-motorized way extends in parallel at the single side of the second motor way, and forms plane cross or dimensional cross together with the first motor way; the first non-motorized way and the second non-motorized way are both bidirectional passing ways. The cross way structure provided by the invention can disperse traffic flow of the motor way and the non-motorized way, thereby reducing the traffic jam and accidents.
Description
Technical field
The present invention relates to field of traffic, particularly a kind of crossroad speed shunting cross way structure.
Background technology
In existing road traffic structure, the mixed row of motor vehicles and non power driven vehicle (such as bicycle) is an insoluble problem always.Usually, in road structure, middle (inner side) is two rightabout motorways, and two rightabout nonmotorized vehicle lanes are then separately positioned on the outside of corresponding motorway in the same way.In this case, motorway is disposed adjacent with nonmotorized vehicle lane, when traffic congestion, when particularly not arranging isolation strip between motorway and nonmotorized vehicle lane, there is very large potential safety hazard.Particularly in intersection (such as crossroad) region, podium structure is set simply, the mixed row problem of motor vehicles and non power driven vehicle (such as bicycle), even pedestrian can not be solved, this not only can cause road traffic to block (particularly urban traffic blocking), and becomes one of key factor causing traffic accident.
Summary of the invention
Embodiments of the invention provide a kind of crossroad speed shunting cross way structure, can realize the shunting of motorway and nonmotorized vehicle lane, thus reduce the generation of traffic congestion and traffic accident.
According to an aspect of the present invention, a kind of crossroad speed shunting cross way structure is provided, comprises:
Cross overpass bridge, comprising: at the first motorway and second motorway of crossing center place at grade intersection, and is being connected to four diagonal ring roads between described first motorway and described second motorway away from described crossing center place;
Non-maneuver trade, it comprises: the first nonmotorized vehicle lane in right-angled intersection and the second nonmotorized vehicle lane, described first nonmotorized vehicle lane described first motorway one-sided parallel extension and form at grade intersection or graded crossing with described second motorway, described second nonmotorized vehicle lane described second motorway one-sided parallel extension and form at grade intersection or graded crossing with described first motorway;
Wherein, described first nonmotorized vehicle lane and described second nonmotorized vehicle lane are the track of opposing traffic.
Preferably, in the various embodiments of the invention,
Described first nonmotorized vehicle lane from the below of described second motorway or top through to form grade separation;
Described second nonmotorized vehicle lane from the below of described first motorway or top through to form grade separation.
Preferably, in the various embodiments of the invention,
Described first nonmotorized vehicle lane is parallel to described first motorway at least in part and extends;
And/or,
Described second nonmotorized vehicle lane is parallel to described second motorway at least in part and extends.
Preferably, in the various embodiments of the invention, described non-maneuver trade also comprises: sidewalk, and it is arranged on the one-sided or bilateral of at least one in described first nonmotorized vehicle lane, described second nonmotorized vehicle lane.
Preferably, in the various embodiments of the invention, described crossroad speed shunting cross way structure comprises further:
Walk and lead the way, it passes above or below at least one described first motorway, described second motorway, described first nonmotorized vehicle lane, described second nonmotorized vehicle lane, and comprises at least one in overline bridge, road lower channel.
Preferably, in the various embodiments of the invention, walk to lead the way described in and comprise: lead the way through described first motorway and walking of described first nonmotorized vehicle lane and/or lead the way through described second motorway and described walking of second nonmotorized vehicle lane.
Preferably, in the various embodiments of the invention, walk to lead the way described in and comprise: what be connected leads the way through described first motorway and walking of described first nonmotorized vehicle lane and lead the way through described second motorway and described walking of second nonmotorized vehicle lane.
Preferably, in the various embodiments of the invention, described crossroad speed shunting cross way structure comprises further:
First isolation strip, it is arranged between described first nonmotorized vehicle lane and described first motorway;
And/or
Second isolation strip, it is arranged between described second nonmotorized vehicle lane and described second motorway.
Preferably, in the various embodiments of the invention, described crossroad speed shunting cross way structure comprises further:
The first trade, is separately positioned on the one-sided or bilateral of parallel described first nonmotorized vehicle lane of extension and the entirety of described first motorway;
And/or
Second sidewalk, is separately positioned on the one-sided or bilateral of parallel described second nonmotorized vehicle lane of extension and the entirety of described second motorway.
Preferably, in the various embodiments of the invention, the component close to described crossing center of described first nonmotorized vehicle lane and described second nonmotorized vehicle lane is interconnected and forms the loop configuration around described crossing center.
The crossroad speed shunting cross way structure provided by various embodiments of the present invention, can be realized the shunting of motorway and nonmotorized vehicle lane, thus reduce the generation of traffic congestion and traffic accident.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, discuss to the accompanying drawing used required in embodiment or description of the prior art below, obviously, only some embodiments of the present invention in the technical scheme be described by reference to the accompanying drawings, for those of ordinary skills, under the prerequisite not paying creative work, other embodiment and accompanying drawing thereof can also be obtained according to these accompanying drawing illustrated embodiments.
Fig. 1 is the schematic diagram of crossroad speed shunting cross way structure according to an embodiment of the invention.
Detailed description of the invention
Carry out clear, complete description below with reference to accompanying drawing to the technical scheme of various embodiments of the present invention, obviously, described embodiment is only a part of embodiment of the present invention, instead of whole embodiments.Based on the embodiment described in the present invention, other embodiments all that those of ordinary skill in the art obtain under the prerequisite not needing creative work, all in the scope that the present invention protects.
Embodiments of the invention provide a kind of crossroad speed shunting cross way structure, can realize the shunting of motorway and nonmotorized vehicle lane, thus reduce the generation of traffic congestion and traffic accident.
According to an aspect of the present invention, a kind of crossroad speed shunting cross way structure is provided, comprises:
Cross overpass bridge, comprising: at the first motorway and second motorway of crossing center place at grade intersection, and is being connected to four diagonal ring roads between described first motorway and described second motorway away from described crossing center place;
Non-maneuver trade, it comprises: the first nonmotorized vehicle lane in right-angled intersection and the second nonmotorized vehicle lane, described first nonmotorized vehicle lane described first motorway one-sided parallel extension and form at grade intersection or graded crossing with described second motorway, described second nonmotorized vehicle lane described second motorway one-sided parallel extension and form at grade intersection or graded crossing with described first motorway;
Wherein, described first nonmotorized vehicle lane and described second nonmotorized vehicle lane are the track of opposing traffic.
Like this, in the region of the intersection be made up of the first motorway and the second motorway, discrete non-maneuver trade is set, this non-maneuver trade correspondingly can be formed right-angled intersection shape roughly with the first nonmotorized vehicle lane and the second nonmotorized vehicle lane, and extends concurrently with the first corresponding motorway or the second motorway.It should be noted especially, first nonmotorized vehicle lane and the second nonmotorized vehicle lane all corresponding first motorway and the second motorway one-sided on extend concurrently, and first nonmotorized vehicle lane and the second nonmotorized vehicle lane be the nonmotorized vehicle lane of opposing traffic, instead of as in the state of the art two current in opposite direction nonmotorized vehicle lanes to be separately positioned on the opposite exterior sides of two motorways.Thus, non-maneuver trade (comprising the first nonmotorized vehicle lane and the second nonmotorized vehicle lane) can be made to be separated completely with motorway (comprising the first motorway and the second motorway), namely, parallel setting, (namely what realize Vehicle flow and non-vehicle flow/stream of people is separated, speed is shunted), thus avoid due to motor vehicles and the mixed row of non power driven vehicle/stream of people and cause traffic congestion or traffic accident.
Should be understood that can form at grade intersection at the first nonmotorized vehicle lane of the one-sided parallel extension of the first motorway and the second motorway also can form graded crossing; Similarly, at grade intersection can be formed at the second nonmotorized vehicle lane of the one-sided parallel extension of the second motorway and the second motorway and also can form graded crossing.When forming at grade intersection, can save and take up space and building costs, but the means of transportation of assisting may be needed where necessary, such as traffic lights; And in the clover leaf situation of formation, then usually no longer need the additional transport facility of such as traffic lights and so on.
Should understand; in intersection region; by the first motorway and the cross that the second motorway is formed or only schematically show corresponding each position intersected between (at grade intersection or graded crossing) track by the first nonmotorized vehicle lane and the cross that the second nonmotorized vehicle lane is formed and move towards relation, shape similarly and structure are also all in protection scope of the present invention.Such as, in cross, corresponding two tracks (can correspond respectively to the horizontal stroke of " ten " word and perpendicular) can exact vertical mutually, also can the substantially vertical and certain angle that tilts, thus should be understood to be in criss-cross two tracks mutual intersection (at grade intersection or graded crossing) instead of be parallel to each other.
In addition, an advantageous particularly part of technical scheme of the present invention is, can realize accommodation peak period, to avoid traffic congestion for incommutation.As previously mentioned, the first nonmotorized vehicle lane and the second nonmotorized vehicle lane all corresponding first motorway and the second motorway one-sided on extend concurrently, and every bar first nonmotorized vehicle lane or the second nonmotorized vehicle lane are the nonmotorized vehicle lane of opposing traffic.Like this, working peak period in the morning, vehicle flowrate along a direction (direction of such as going down town) is larger, and the vehicle flowrate in (direction of such as going out of the city) is less in opposite direction, thus the upper wagon flow run of rightabout two nonmotorized vehicle lanes (accessible site is integrated road surface actually) on non-maneuver trade (the first nonmotorized vehicle lane or the second nonmotorized vehicle lane) can realize accommodation, the major part on this integrated road surface such as can be taken along the wagon flow in the larger direction of going down town of vehicle flowrate, and the fraction on this integrated road surface can be taken along the wagon flow in the less direction of going out of the city of vehicle flowrate, thus avoid a direction wagon flow to block up and the generation of the situation of other direction road surface spaciousness, next peak period at night, situation is contrary, and the vehicle flowrate along a direction (direction of such as going down town) is less, and the vehicle flowrate in (direction of such as going out of the city) is comparatively large in opposite direction, can carry out corresponding car flow adjustment thus to avoid traffic congestion.
In a preferred embodiment, the integrated road surface that in opposite direction two non-maneuver passages on non-maneuver trade (the first nonmotorized vehicle lane or the second nonmotorized vehicle lane) are formed can be divided into three strip roads, in rush-hour, vehicle flowrate can take Liang Gezi road wherein compared with the wagon flow of general orientation, and the wagon flow in the less direction of vehicle flowrate can take one of them sub-road.
Preferably, in the various embodiments of the invention,
Described first nonmotorized vehicle lane from the below of described second motorway or top through to form grade separation;
Described second nonmotorized vehicle lane from the below of described first motorway or top through to form grade separation.
Like this, corresponding non-maneuver trade (the first nonmotorized vehicle lane or the second nonmotorized vehicle lane) is passed from corresponding motorway (the first motorway or the second motorway) below, all be conducive to saving non power driven vehicle user in the muscle power spent through this speed shunting cross way structure, be conducive to Green Travel.In addition, nonmotorized vehicle lane/trade superjacent air space height only needs to reach the requirement that about 2.5 meters can meet non power driven vehicle/walk, and motorway superjacent air space height needs to reach the current requirement that about 4.5 meters just can meet most of motor vehicles usually, therefore, if (crossing) is passed to form grade separation from the top of corresponding motorway in nonmotorized vehicle lane/trade, then the distance and between motorway needs more than 4.5 meters; And if nonmotorized vehicle lane/trade is passed from the below of corresponding motorway to form grade separation, distance then and between motorway only needs more than 2.5 meters, as can be seen here, nonmotorized vehicle lane/trade is passed to form grade separation from the below of corresponding motorway, significantly can reduce building costs.
Preferably, in the various embodiments of the invention,
Described first nonmotorized vehicle lane is parallel to described first motorway at least in part and extends;
And/or,
Described second nonmotorized vehicle lane is parallel to described second motorway at least in part and extends.
Like this, occupation of land can be saved.Should be understood that described " walking abreast " includes but not limited to " parallel ", it allows inclination to a certain degree.
Fig. 1 is the schematic diagram of speed according to an embodiment of the invention shunting cross way structure.Visible in illustrated embodiment in FIG, the first motorway 101 extended in the horizontal direction and the second motorway 102 vertically extended are right-angled intersection (in FIG in crossing center 111 place at grade intersection), and demonstrate four diagonal ring roads 103; And the first nonmotorized vehicle lane 501 extended in the horizontal direction and the second nonmotorized vehicle lane 502 of vertically extending are in right-angled intersection (in FIG in intersection region 555 place at grade intersection).First nonmotorized vehicle lane 501 walks abreast one-sided (being shown as upside in Fig. 1) of the first motorway 101 and extends and form at grade intersection or graded crossing (position, upside being presented at crossing center 111 in FIG intersects) with the second motorway 102, and the second nonmotorized vehicle lane 502 walks abreast one-sided (being shown as right side in Fig. 1) of the second motorway 102 and extends and form at grade intersection or graded crossing (position, right side being presented at crossing center 111 in FIG intersects) with the first motorway 101.
Preferably, in the various embodiments of the invention, described non-maneuver trade comprises: sidewalk, and it is arranged on the one-sided or bilateral of described first nonmotorized vehicle lane and/or described second nonmotorized vehicle lane.For the consideration that pedestrian is current from region, intersection, sidewalk can be set on non-maneuver trade, but as required, described sidewalk can being connected be combined with other road structure (such as overline bridge or road lower channel).
Preferably, in the various embodiments of the invention, described crossroad speed shunting cross way structure comprises further:
Walk and lead the way, it passes above or below at least one described first motorway, described second motorway, described first nonmotorized vehicle lane, described second nonmotorized vehicle lane, and comprises at least one in overline bridge, road lower channel.
Should be understood that walking leads the way and both can provide threaded pass for pedestrian, also can provide threaded pass for non power driven vehicle, and can be connected with aforementioned sidewalk and be combined.In a preferred approach, walking leads the way can comprise the road lower channel passed below track, because the overline bridge crossing over road surface generally needs the distance larger with road surface (to adapt to height of car apart, the height of particularly higher lorry), therefore, the advantage of road lower channel compared with overline bridge is, muscle power that pedestrian or non power driven vehicle user spend when walking can be reduced on the one hand and be conducive to Green Travel, can reduce on the other hand and walk the manufacturing cost of leading the way and (should note, this simple road lower channel seldom relates to pavement excavation process), pedestrian or non power driven vehicle user walk and also help sun-shading rain-proof below track in addition.
Preferably, in the various embodiments of the invention, described walk to lead the way comprise: lead the way through walking of described first motorway and described first nonmotorized vehicle lane and/or lead the way (such as, in FIG shown in lead the way 901 through the second motorway 102 and described walking of second nonmotorized vehicle lane 502) through walking of described second motorway and described second nonmotorized vehicle lane.
Although should be understood that and demonstrate four walking lead the way (such as walk and lead the way 901) through corresponding motorway and nonmotorized vehicle lane in FIG, but, more or less walking also can be adopted as required to lead the way.
In one embodiment, two or more adjacent walking are led the way and can be interconnected or to form as one structure, are beneficial to user and walk.In a further embodiment, these interconnective walk to lead the way even can form loop configuration, such as, around the loop configuration of crossing center 111.Walking described in should be understood that leads the way can be the overline bridge of walking from top, also can be the road lower channel of walking from below, can also be the combined connecting structure of overline bridge and road lower channel.
Preferably, in the various embodiments of the invention, walk to lead the way described in and comprise: what be connected leads the way through described first motorway and walking of described first nonmotorized vehicle lane and lead the way through described second motorway and described walking of second nonmotorized vehicle lane.
Preferably, in the various embodiments of the invention, described crossroad speed shunting cross way structure comprises further:
First isolation strip, it is arranged between described first nonmotorized vehicle lane and described first motorway;
And/or
Second isolation strip, it is arranged between described second nonmotorized vehicle lane and described second motorway.
As previously mentioned, first nonmotorized vehicle lane and the first motorway walk abreast and extend, they both can be constructed as the structure of one, also can structurally separate, such as spatially be formed as separate and be separated by a distance two tracks (such as two the separate bridge bus roads separated), or utilize the isolation structure of such as isolation strip (such as described first isolation strip) and mutually separate.Similarly, the correlation of the second nonmotorized vehicle lane and the second motorway also can so be arranged, and does not repeat them here.Thus, influencing each other and improving the safety of personnel on nonmotorized vehicle lane between nonmotorized vehicle lane and corresponding motorway can be reduced.
Preferably, in the various embodiments of the invention, described crossroad speed shunting cross way structure comprises further:
The first trade, is separately positioned on the one-sided or bilateral of parallel described first nonmotorized vehicle lane of extension and the entirety of described first motorway;
And/or
Second sidewalk, is separately positioned on the one-sided or bilateral of parallel described second nonmotorized vehicle lane of extension and the entirety of described second motorway.
Can regard as a whole by the first nonmotorized vehicle lane of parallel extension and the first motorway at this, then the first trade can be arranged on one-sided upper (parallel on the outside of the first nonmotorized vehicle lane or the first motorway extend) of this entirety or be arranged on the bilateral (parallel on the outside of the first nonmotorized vehicle lane and on the outside of the first motorway respectively extend) of this entirety.Similarly, the correlation of the second nonmotorized vehicle lane and the second motorway also can so be arranged, and does not repeat them here.
When sidewalk is separately positioned on the bilateral of the parallel nonmotorized vehicle lane of extension and the entirety of motorway, it is conceivable that, described walk lead the way (such as overline bridge or road lower channel) can pass through corresponding nonmotorized vehicle lane and motorway and be interconnected on the sidewalk being separately positioned on these overall structure both sides, is beneficial to walk.
Preferably, in the various embodiments of the invention, the component close to described crossing center of described first nonmotorized vehicle lane and described second nonmotorized vehicle lane is interconnected and forms the loop configuration around described crossing center.In the embodiment shown in fig. 1, (namely the component (its component than upside is closer to crossing center 111) of the downside of the component (its component than right side is closer to crossing center 111) in the left side of the first nonmotorized vehicle lane 501 extended substantially horizontally and the second nonmotorized vehicle lane 502 of roughly vertically extension can be interconnected, be interconnected in bottom-left quadrant in FIG), thus form the loop configuration around described crossing center 111.Like this, non-maneuver trade/track can form self loop in cross way regional extent around its crossing center 111, reduce non power driven vehicle on the one hand and mix the traffic and security risk of going and causing through cross way region and motor vehicles, make on the other hand the user of non power driven vehicle through inspection road area can select shorter, more easily route pass through as early as possible, and the long-distance that need not detour is passed through, be more conducive to encouraging Green Travel.
The crossroad speed shunting cross way structure provided by various embodiments of the present invention, can be realized the shunting of motorway and nonmotorized vehicle lane, thus reduce the generation of traffic congestion and traffic accident.
Various embodiment provided by the invention can combine as required in any way mutually, the technical scheme obtained by this combination, also within the scope of the invention.
Obviously, without departing from the spirit and scope of the present invention, those skilled in the art can carry out various change and modification to the present invention.Like this, if to of the present invention these change and modification belong within the scope of the claims in the present invention and equivalent thereof, then the present invention also will comprise these change and modification.
Claims (8)
1. a crossroad speed shunting cross way structure, is characterized in that, comprising:
Cross overpass bridge, comprising: at the first motorway and second motorway of crossing center place at grade intersection, and is being connected to four diagonal ring roads between described first motorway and described second motorway away from described crossing center place;
Non-maneuver trade, it comprises: the first nonmotorized vehicle lane in right-angled intersection and the second nonmotorized vehicle lane, described first nonmotorized vehicle lane described first motorway one-sided parallel extension and form at grade intersection or graded crossing with described second motorway, described second nonmotorized vehicle lane described second motorway one-sided parallel extension and form at grade intersection or graded crossing with described first motorway;
Walk and lead the way, it passes above or below at least one described first motorway, described second motorway, described first nonmotorized vehicle lane, described second nonmotorized vehicle lane, and comprises at least one in overline bridge, road lower channel;
Wherein, described first nonmotorized vehicle lane and described second nonmotorized vehicle lane are the track of opposing traffic;
The component close to described crossing center of described first nonmotorized vehicle lane and described second nonmotorized vehicle lane is interconnected and forms the loop configuration around described crossing center.
2. crossroad as claimed in claim 1 speed shunting cross way structure, is characterized in that,
Described first nonmotorized vehicle lane from the below of described second motorway or top through to form grade separation;
Described second nonmotorized vehicle lane from the below of described first motorway or top through to form grade separation.
3. the crossroad speed shunting cross way structure according to any one of claim 1 to 2, is characterized in that,
Described first nonmotorized vehicle lane is parallel to described first motorway at least in part and extends;
And/or,
Described second nonmotorized vehicle lane is parallel to described second motorway at least in part and extends.
4. crossroad speed shunting cross way structure according to any one of claim 1 to 2, is characterized in that,
Described non-maneuver trade comprises: sidewalk, and it is arranged on the one-sided or bilateral of at least one in described first nonmotorized vehicle lane, described second nonmotorized vehicle lane.
5. the crossroad speed shunting cross way structure according to any one of claim 1 to 2, is characterized in that,
Described walk to lead the way comprise: lead the way through walking of described first motorway and described first nonmotorized vehicle lane and/or lead the way through described second motorway and described walking of second nonmotorized vehicle lane.
6. crossroad as claimed in claim 5 speed shunting cross way structure, is characterized in that,
Described walk to lead the way comprise: what be connected leads the way through walking of described first motorway and described first nonmotorized vehicle lane and leads the way through described second motorway and described walking of second nonmotorized vehicle lane.
7. the crossroad speed shunting cross way structure according to any one of claim 1 to 2, is characterized in that, comprise further:
First isolation strip, it is arranged between described first nonmotorized vehicle lane and described first motorway;
And/or
Second isolation strip, it is arranged between described second nonmotorized vehicle lane and described second motorway.
8. crossroad as claimed in claim 7 speed shunting cross way structure, is characterized in that, comprise further:
The first trade, is separately positioned on the one-sided or bilateral of parallel described first nonmotorized vehicle lane of extension and the entirety of described first motorway;
And/or
Second sidewalk, is separately positioned on the one-sided or bilateral of parallel described second nonmotorized vehicle lane of extension and the entirety of described second motorway.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310288515.1A CN103321116B (en) | 2013-07-10 | 2013-07-10 | Cross way structure for dispersing traffic flow based on speeds at cross road |
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| CN201310288515.1A CN103321116B (en) | 2013-07-10 | 2013-07-10 | Cross way structure for dispersing traffic flow based on speeds at cross road |
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| CN103321116B true CN103321116B (en) | 2015-07-15 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105002796A (en) * | 2015-07-20 | 2015-10-28 | 刘沛全 | Single-layer overpass without traffic lights on crossroads |
| CN106946135B (en) * | 2017-04-27 | 2018-05-15 | 重庆大学 | A kind of assembled annular people row grade separation |
| CN114960317A (en) * | 2022-05-25 | 2022-08-30 | 中誉设计有限公司 | Cross road arrangement structure in plane traffic |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101225633A (en) * | 2008-01-14 | 2008-07-23 | 马显贵 | City road constitution and automobile running method |
| CN201785687U (en) * | 2010-06-01 | 2011-04-06 | 新疆北新路桥建设股份有限公司 | Dimensional traffic lane |
| CN203451962U (en) * | 2013-07-10 | 2014-02-26 | 韦伟 | Intersection fast-slow diverging cross road structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8109690B2 (en) * | 2008-11-04 | 2012-02-07 | Illinois Institute Of Technology | System for continuous vehicular travel on crossing roadways |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101225633A (en) * | 2008-01-14 | 2008-07-23 | 马显贵 | City road constitution and automobile running method |
| CN201785687U (en) * | 2010-06-01 | 2011-04-06 | 新疆北新路桥建设股份有限公司 | Dimensional traffic lane |
| CN203451962U (en) * | 2013-07-10 | 2014-02-26 | 韦伟 | Intersection fast-slow diverging cross road structure |
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