CN200985480Y - Non-obstacle crossroad road structure - Google Patents

Non-obstacle crossroad road structure Download PDF

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Publication number
CN200985480Y
CN200985480Y CN 200620145327 CN200620145327U CN200985480Y CN 200985480 Y CN200985480 Y CN 200985480Y CN 200620145327 CN200620145327 CN 200620145327 CN 200620145327 U CN200620145327 U CN 200620145327U CN 200985480 Y CN200985480 Y CN 200985480Y
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China
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track
lane
vertical
bridge
horizontal
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Expired - Fee Related
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CN 200620145327
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Chinese (zh)
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王福友
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王福友
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Abstract

The utility model discloses a road structure of barrier-free crossroads to provide a technic proposal for convenient turning and reversing of vehicles, thereby improving the road traffic efficiency and settling the problem of local traffic jam. The following technic proposal is adopted to solve the above technical problem. A road structure of barrier-free crossroads includes a crossed transverse lane and a longitudinal lane. A three-dimensional interleaved structure is provided at the crossing point of the transverse lane and the longitudinal lane. A three-dimensional structure used for reversing and turning of vehicles is provided separately on the transverse lane and the longitudinal lane. One of the transverse and longitudinal lanes extends from the horizontal road surface in the front of the crossing point of the two lanes to the back horizontal road surface of the other lane. A right-turn lane is provided on the external side of the crossing to connect with the lane which is vertical to the transverse lane and the longitudinal lane on the horizontal road surface, thereby avoiding any retention of vehicles arising from waiting for the traffic signals and helping the vehicles to turn and go left.

Description

Barrier-free crossroad stomatodeum line structure
Technical field
The utility model relates to a kind of barrier-free crossroad stomatodeum line structure, especially a kind of non-obstacle cross road structure that does not have traffic lights.
Background technology
At present, generally all adopt red in the world, green light is regulated the vehicle and the stream of people of traffic route crossroad in the city, to relieve traffic congestion, yet, the road setting of crossroad, incity, city is for a long time continued to use at grade always, there is obvious defects in the road structure that this people's car mixes, wherein when the stop-for-waiting green light, cause a large amount of vehicle queues to wait easily and be detained, reduce traffic efficiency greatly, also can increase the capacity of vehicle simultaneously, the discharging that the gasoline of burn incompletely is a large amount of, cause environment pollution, under traffic lights broke down situation, above-mentioned situation was then more serious, therefore we can say that it is one of main factor of urban traffic congestion and obstruction that crossroad access stops up.The people takes place in easily or car scrambles for roads, as easy as rolling off a log generation traffic accident.In order to address the above problem, mainly come the link traffic pressure at present by the overpass bridge of building more than the individual layer.But these overpass bridges can't solve the ground floor people and vehicle still can't be avoided the problems referred to above, and need to drop into a large amount of funds.
Summary of the invention
The purpose of this utility model aims to provide a kind of barrier-free crossroad stomatodeum line structure, and the technical problem that solve is to allow vehicle take their own roads, and makes things convenient for vehicle to turn around and turns to, and improves road traffic efficient, solves urban road traffic congestion problem.
The utility model adopts following technical scheme for achieving the above object: a kind of barrier-free crossroad stomatodeum line structure, comprise the vertical track and the horizontal track that intersect in length and breadth, described horizontal track is the stereo staggered structure with the infall in vertical track, vertically on track and the horizontal track, be respectively equipped with and be used to the D structure that turns around or turn to, vertically the track and laterally one of them level road in track by infall the place ahead, two tracks extend upwardly to the level road at another rear, track, in vertical track of level road or laterally be positioned at the outside, intersection on the track and be provided with and be connected to the right-hand rotation bend in vertical track with it.
Stereo staggered structure described in the utility model is to be provided with viaduct at infall, and described horizontal or vertical track is passed through from this viaduct, and described vertical or horizontal track is passed under this viaduct.
The D structure that is used to turn around or turns to described in the utility model be laterally with vertical track, the overpass bridge that turns to or turn around is set respectively, described turn to or the vehicle that turns around passes through from this overpass bridge, described through vehicles passes under this overpass bridge.
The Shang Qiaokou of overpass bridge described in the utility model and Xia Qiaokou have 2 at least.
The both sides of each bridge mouth of the upper and lower overpass bridge in vertical and horizontal described in the utility model track are provided with protective guard.
Crossroad described in the utility model is not provided with traffic lights.
The utility model compared with prior art, by turning to or the overpass bridge of the D structure that turns around, efficiently solve the problem of vehicle because of waiting for that traffic lights are detained or stop up, turn left of existing traffic route crossroad, reduce the vehicle exhaust that automobile is emitted simultaneously when low speed is exercised, reduce environment pollution.
Description of drawings
Fig. 1 is a vehicle ' schematic diagram of the present utility model.
Fig. 2 is a stereogram of the present utility model.
Fig. 3 turns to for the utility model and the stereogram of the overpass bridge that turns around.
The specific embodiment
Be barrier-free crossroad stomatodeum line structure of the present utility model as shown in Figure 1 and Figure 2, this barrier-free crossroad stomatodeum line structure comprises horizontal track 3 and the vertical track 2 that intersects in length and breadth, this horizontal track 3 and vertical track 2 are square crossing in the present embodiment, and the wagon flow on horizontal track 3 is travelled along first direction 70 and opposite second direction 71; Vertically the wagon flow on the track 2 is travelled to 61 along third direction 60 and opposite four directions; Wherein the road surface of the infall in this horizontal track 3 and this vertical track 2 is the stereo staggered structure, and this stereo staggered structure is a viaduct 13 of being located at infall, and laterally track 3 is passed through above the viaduct 13 from this, and vertically track 2 is passed below this viaduct 13; By this stereo staggered structure, laterally the wagon flow on track 3 and the vertical track 2 need not be waited for traffic lights, and it is directly current, in horizontal track 3 with vertically be provided with on the track 2 and be used to the D structure that turns to and turn around, this D structure is an overpass bridge, bridge mouth is up and down respectively arranged on the both sides of overpass bridge, and the bridge mouth has two at least up and down, connects each level road.The outside, intersection of the horizontal track 3 of this intersection and the level road in vertical track 2 is provided with right-turn lane 21,22,31,32, be connected to the level road in another the place ahead, track respectively, be provided with guardrail 100 between the twocouese track in this horizontal track 3 and vertical track 2, on the outer course limit of horizontal track 3 and four direction of traffics in vertical track 2, mark off auxilliary road 23 respectively, cycleway 24, sidewalk 25.
As Fig. 3 is overpass bridge of the present utility model, is respectively equipped with three gradients on the both sides of overpass bridge, is bridge mouth up and down, connects each level road, is arranged on four limits of crossroad.Be provided with the isolated column 107 of isolating two rightabout wagon flows in the centre of this overpass bridge.
Wagon flow specifically moves towards as follows as shown in Figure 1:
The wagon flow that first direction 70 on horizontal track 3 travels can be by the right-hand rotation bend 31 of single file, turn 90 degrees enter vertical track 2 the four directions to 61, realize turning right; The wagon flow that the first direction 70 in horizontal track 3, edge travels can be by bridge mouth 431 on the single file in the overpass bridge 43, and turnback changes down bridge mouth 432 or 433 over to, enters the second direction 71 in horizontal track 3, realizes turning around; First direction 70 along horizontal track 3 travels to the place ahead overpass bridge 40, by the 401 left turnbacks of bridge mouth on the single file in the overpass bridge 40, changes down the second direction 71 that bridge mouth 402 also can enter horizontal track 3 over to, realizes turning around; Passing 180 degree by overpass bridge 40 left sides, change down bridge mouth 403 over to, change right-hand rotation bend 32 over to, enter the third direction 60 in vertical track 2, realize.
The wagon flow of travelling along the second direction 71 on the horizontal track 3 can turn 90 degrees the third direction 60 that enters vertical track 2 by the right-hand rotation bend 32 of single file, realizes turning right; Can be along the wagon flow that the second direction 71 in horizontal track 3 is travelled by bridge mouth 406 on the single file in the overpass bridge 40, turnback changes down bridge mouth 404 or 405 over to, enters the first direction 70 in horizontal track 3, realizes turning around; Second direction 71 along horizontal track 3 is travelled to the place ahead overpass bridge 43, by the 436 left turnbacks of bridge mouth on the single file in the overpass bridge 43, changes down the first direction 70 that bridge mouth 435 also can enter horizontal track 3 over to, realizes turning around; Passing 180 degree by overpass bridge 43 left sides, change down bridge mouth 434 over to, change right-hand rotation bend 31 over to, the four directions that enters vertical track 2 realizes to 61.
Longitudinally the wagon flow of travelling of the third direction 60 on the track 2 can turn 90 degrees the first direction 70 that enters horizontal track 3 by the right-hand rotation bend 21 of single file, realizes turning right; Longitudinally the third party in track 2 can be by bridge mouth 411 on the single file in the overpass bridge 41 with 60 wagon flows of travelling, and turnback changes down bridge mouth 412 or 413 over to, realizes turning around to 61 in the four directions that enters vertical track 2; Longitudinally the third direction 60 in track 2 travels to the place ahead overpass bridge 42, by the 421 left turnbacks of bridge mouth on the single file in the overpass bridge 42, changes down four directions that bridge mouth 422 also can enter vertical track 2 over to 61, realizes turning around; Passing 180 degree by overpass bridge 42 left sides, change down bridge mouth 423 over to, change right-hand rotation bend 22 over to, enter the second direction 71 in horizontal track 3, realize.
Longitudinally the four directions on the track 2 can turn 90 degrees the second direction 71 that enters horizontal track 3 by the right-hand rotation bend 22 of single file to 61 wagon flows of travelling, and realizes turning right; The four directions in track 2 bridge mouth 426 on 61 wagon flows of travelling can be by the single file in the overpass bridge 42 longitudinally, turnback changes down bridge mouth 424 or 425 over to, enters the third direction 60 in vertical track 2, realizes turning around; Longitudinally travel to the place ahead overpass bridge 41 to 61 in the four directions in track 2, by the 416 left turnbacks of bridge mouth on the single file in the overpass bridge 41, changes down bridge mouth 415 over to, also can enter the third direction 60 in vertical track 2, realizes turning around; Passing 180 degree by overpass bridge 41 left sides, change down bridge mouth 414 over to, change right-hand rotation bend 21 over to, enter the first direction 70 in horizontal track 3, realize.
By above horizontal track 3, the vertically design in track 2, wagon flow can horizontal track 3, vertically track 2 and between smooth and easy the travelling of all directions, can avoid fully using traffic lights and direct passing through, thereby allow wagon flow pass the crossroad road without barrier, improve traffic efficiency greatly, make things convenient for vehicle to turn left to travel.
In addition, for preventing when the vehicle that all directions are travelled turns around to pass with a left side and front vehicles when crossing, traffic accident takes place, at overpass bridge 40,41,42, bridge mouth place is provided with isolated column 10 on each of 43, as shown in Figure 2, on isolated column 10 each overpass bridge before the bridge mouth and the place ahead under the bridge mouth be provided with isolated column 10, the vehicle insulation that the isolated column 10 of following bridge mouth will just descend bridge and overpass bridge forwardly to turn to is opened, prevent that lane change from producing collision, when the pedestrian need be crossed road, only need above horizontal track or vertical track, to set up pedestrian overcrossing, pedestrian's jaywalk be can avoid, the generation of traffic accident and personnel's injures and deaths caused.
On basis of the present utility model, the service vehicle is separated with other vehicles, the service vehicle set is sailed in that outer course is up, other vehicle set are travelled on interior road, make things convenient for each website of service vehicle or the stop of destination, prevented that also the service vehicle from causing traffic accident under steam because of scrambling for roads simultaneously.And reasonably distribution can be controlled at the speed of a motor vehicle of the vehicle in travelling the 50-60 kilometer, make gasoline fully burn, help the environmental protection in city, the orbit construction that also can be used as railroad vehicle in the centre in twocouese track, accelerate the development of urban mass-transit system, and reduced the input of crossroad traffic lights, reduced the consumption of urban energy, reached energy-conservation effect.

Claims (6)

1. barrier-free crossroad stomatodeum line structure, comprise the vertical track and the horizontal track that intersect in length and breadth, it is characterized in that, described horizontal track is the stereo staggered structure with the infall in vertical track, on horizontal track and vertical track, be respectively equipped with and be used to the D structure that turns around or turn to, vertically the track and laterally one of them level road in track by infall the place ahead, two tracks extend upwardly to the level road at another rear, track, in vertical track of level road or laterally be positioned at the outside, intersection on the track and be provided with and be connected to the right-hand rotation bend in vertical track with it.
2. barrier-free crossroad stomatodeum line structure according to claim 1, it is characterized in that, described stereo staggered structure is to be provided with viaduct at infall, and described horizontal or vertical track is passed through from this viaduct, and described vertical or horizontal track is passed under this viaduct.
3. barrier-free crossroad stomatodeum line structure according to claim 1, it is characterized in that, the described D structure that is used to turn around or turns to be laterally with vertical track, one overpass bridge that turns to or turn around is set respectively, described turn to or the vehicle that turns around passes through from this overpass bridge, described through vehicles passes under this overpass bridge.
4. barrier-free crossroad stomatodeum line structure according to claim 3 is characterized in that the Shang Qiaokou of described overpass bridge and Xia Qiaokou have 2 at least.
5. barrier-free crossroad stomatodeum line structure according to claim 1 is characterized in that the both sides of each bridge mouth of the upper and lower overpass bridge in described vertical and horizontal track are provided with protective guard.
6. barrier-free crossroad stomatodeum line structure according to claim 1 is characterized in that described crossroad is not provided with traffic lights.
CN 200620145327 2006-12-29 2006-12-29 Non-obstacle crossroad road structure Expired - Fee Related CN200985480Y (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102418306A (en) * 2011-09-30 2012-04-18 龙跃君 Crossroad vehicle passing vehicle road and vehicle passing method thereof
WO2014071541A1 (en) * 2012-11-12 2014-05-15 Fok Su Tim Interchange structure for main artery and sub-arterial road in municipal crossroads
CN104652205A (en) * 2015-01-22 2015-05-27 谢步平 Flexible interchange line for preventing congestion
CN106284006A (en) * 2015-05-11 2017-01-04 邱富春 Three bridge crossroad vehicles are without traffic light system
CN108330757A (en) * 2018-01-15 2018-07-27 石家庄铁道大学 Intersection road structure

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102418306A (en) * 2011-09-30 2012-04-18 龙跃君 Crossroad vehicle passing vehicle road and vehicle passing method thereof
WO2014071541A1 (en) * 2012-11-12 2014-05-15 Fok Su Tim Interchange structure for main artery and sub-arterial road in municipal crossroads
CN104093904A (en) * 2012-11-12 2014-10-08 霍树添 Interchange structure for main artery and sub-arterial road in municipal crossroads
CN104093904B (en) * 2012-11-12 2016-05-25 霍树添 City crossroad primary and secondary arterial highway chi structure
CN104652205A (en) * 2015-01-22 2015-05-27 谢步平 Flexible interchange line for preventing congestion
CN106284006A (en) * 2015-05-11 2017-01-04 邱富春 Three bridge crossroad vehicles are without traffic light system
CN108330757A (en) * 2018-01-15 2018-07-27 石家庄铁道大学 Intersection road structure
CN108330757B (en) * 2018-01-15 2020-04-21 石家庄铁道大学 Road structure of intersection

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C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20071205

Termination date: 20101229