CN204940026U - Novel traffic road mouth structure - Google Patents
Novel traffic road mouth structure Download PDFInfo
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- CN204940026U CN204940026U CN201420112535.3U CN201420112535U CN204940026U CN 204940026 U CN204940026 U CN 204940026U CN 201420112535 U CN201420112535 U CN 201420112535U CN 204940026 U CN204940026 U CN 204940026U
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Abstract
The utility model relates to a kind of Novel traffic road mouth structure, belong to highway facilities technical field, comprise the cross traffic intersection be made up of belt road and longitudinal road, it is characterized in that, every bar road of cross traffic intersection is divided into two, left and right by isolation strip, right part track is made up of direct lane, left turn lane and the right-turn lane that is positioned at the rightmost side, and left part track is the symmetrical reverse traveling lane in right part track; The direct lane of described belt road is current in stride across crossroad through overline bridge, the direct lane of longitudinal road is current in stride across crossroad through subterranean tunnel, left turn lane passes through through the rotary island be positioned at below overline bridge on road surface, described right-turn lane is connected with another road through arc link road, the road surface of arc link road is provided with sidewalk, the road surface of left turn lane is provided with sidewalk.This crossing structure is simple, is vehicle shunting, alleviates traffic intersection and blocks up.
Description
Technical field
The utility model relates to a kind of Novel traffic road mouth structure, belongs to highway facilities technical field.
Background technology
At the parting of the ways, because vehicle flowrate is large, the pedestrian that passes by one's way is many, for avoiding that blocking and major traffic accidents occur, generally be provided with signal lamp control system, and traffic lights can only safeguard that traffic order is meaningless to alleviation traffic congestion, on the contrary because traffic lights too much cause traffic paralysis.Sometimes must be equipped with traffic police's command set and assist diligent personnel.This traffic lights.The control mode signal that green light is capable makes the vehicle on two road and pedestrian alternately travel, to ensure whenever crossroad all only has a road, the vehicle of another road waits, so just produce certain stand-by period, affect road speed, even also can there is Ren Chezheng road between turning vehicle and pedestrian, or cause traffic accident because robbing row.For reducing traffic intersection generation traffic accident and solving Ren Chezheng road phenomenon, road surface arranges overline bridge or offers underground passage, overline bridge, because of its stair activity, is unfavorable for that pedestrian walks; Underground passage because of its light bad, have up/down steps to bring great inconvenience to old man and child equally.
Summary of the invention
The purpose of this utility model is to provide a kind of Novel traffic road mouth structure, and this crossing structure is simple, is vehicle shunting, alleviates traffic intersection and blocks up.
The technical solution of the utility model is: a kind of Novel traffic road mouth structure, comprise the cross traffic intersection be made up of belt road and longitudinal road, every bar road of cross traffic intersection is divided into two, left and right by isolation strip, right part track is made up of direct lane, left turn lane and the right-turn lane that is positioned at the rightmost side, and left part track is the symmetrical reverse traveling lane in right part track; The direct lane of described belt road is current in stride across crossroad through overline bridge, the direct lane of longitudinal road is current in stride across crossroad through subterranean tunnel, left turn lane passes through through the rotary island be positioned at below overline bridge on road surface, described right-turn lane is connected with another road through arc link road, the road surface of arc link road is provided with sidewalk, the road surface of left turn lane is provided with sidewalk.
Further, it is left turn lane on the right side of described direct lane, the right side of described left turn lane is right-turn lane, left turn lane is the current vehicle that turns around also, the described distance being positioned at sidewalk on left turn lane and rotary island is 10m ~ 30m, sidewalk on described belt road left turn lane is arranged at below overline bridge, and the sidewalk on longitudinal road left turn lane is arranged on the road surface of tunnel upper.
Further, it is left turn lane on the left of described direct lane, the right side of described direct lane is right-turn lane, left turn lane is the current vehicle that turns around also, the described distance being positioned at sidewalk on left turn lane and rotary island is 10m ~ 40m, sidewalk on described belt road left turn lane is arranged at below overline bridge, and the sidewalk on longitudinal road left turn lane is arranged on the road surface of tunnel upper.
Further, the left turn lane side of described belt road is also provided with a left-hand rotation by-path, and described left-hand rotation by-path strides across direct lane overline bridge through arc overline bridge is connected with longitudinal track.
Compared with prior art, the utility model has the following advantages: this traffic intersection structure is simple, realize Vehicles separation, take their own roads, alleviate the traffic congestion of cross traffic intersection, traffic lights can be fully phased out simultaneously, cost-saving, facilitate the trip of old man and child, solve the situation on Ren Chezheng road, but also can save time, thus reduce exhaust emissions.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the schematic diagram after Fig. 1 figure of the present utility model removes overline bridge;
Fig. 3 is the A-A sectional view of Fig. 1 of the present utility model;
Fig. 4 is the B-B sectional view of Fig. 1 of the present utility model;
Fig. 5 is the structural representation of enforcement two of the present utility model;
Fig. 6 is the schematic diagram after embodiment two of the present utility model removes overline bridge;
Fig. 7 is the C-C sectional view of Fig. 5 of the present utility model;
Fig. 8 is the schematic diagram of embodiment three of the present utility model;
Fig. 9 is the A-A sectional view of Fig. 8 of the present utility model;
Figure 10 is a kind of schematic diagram of fork in the road;
Figure 11 is the schematic diagram of another kind of fork in the road;
In figure: the distance 13-left-hand rotation by-path 14-arc overline bridge of the longitudinal 4-direct lane 5-left turn lane 6-right-turn lane 7-overline bridge 8-subterranean tunnel 9-rotary island 10-12-sidewalk, arc link road 11-sidewalk, road 3-isolation strip of 1-belt road 2-and rotary island.
Detailed description of the invention
For above-mentioned feature and advantage of the present utility model can be become apparent, special embodiment below, and coordinate accompanying drawing, be described in detail below, but the utility model is not limited to this.
Embodiment one, referring to figs. 1 to Fig. 4, a kind of Novel traffic road mouth structure be made up of overline bridge, ground and subterranean tunnel, comprise the cross traffic intersection be made up of belt road 1 and longitudinal road 2, every bar road of cross traffic intersection is divided into two, left and right by isolation strip 3, right part track is taken roadside, right side to from isolation and is followed successively by direct lane 4, for current left-hand rotation and the left turn lane 5 turned around and the right-turn lane 6 being positioned at the rightmost side, left part track is the symmetrical reverse traveling lane in right part track, namely reverse direct lane, left turn lane, right-turn lane, the direct lane of described belt road is current in stride across crossroad through overline bridge 7, the direct lane of longitudinal road is current in stride across crossroad through subterranean tunnel 8, left turn lane passes through through the rotary island 9 be positioned at below overline bridge on road surface, described right-turn lane is connected with another road through arc link road, the road surface of arc link road 10 is provided with sidewalk, the road surface of left turn lane is provided with sidewalk 11, sidewalk on described belt road left turn lane is arranged at below overline bridge, sidewalk on longitudinal road left turn lane is arranged on the road surface of tunnel upper, the distance 12 of the sidewalk on left turn lane and rotary island is 10m ~ 30m, distance in the present embodiment is 20m.
Embodiment two, with reference to figure 5 to Fig. 7, a kind of Novel traffic road mouth structure be made up of overline bridge, ground and subterranean tunnel, comprise the cross traffic intersection be made up of belt road 1 and longitudinal road 2, every bar road of cross traffic intersection is divided into two, left and right by isolation strip 3, right part track is taken roadside, right side to from isolation and is followed successively by and forms for current left-hand rotation and the left turn lane 5 turned around, direct lane 4 and the right-turn lane 6 that is positioned at the rightmost side, left part track is the symmetrical reverse traveling lane in right part track, namely reverse direct lane, left turn lane, right-turn lane, the direct lane of described belt road is current in stride across crossroad through overline bridge 7, the direct lane of longitudinal road is current in avoid this crossroad through subterranean tunnel 8, left turn lane passes through through the rotary island 9 be positioned at below overline bridge on road surface, described right-turn lane is connected with another road through arc link road 10, the road surface of arc link road is provided with sidewalk 11, the road surface of left turn lane is provided with sidewalk, sidewalk on described belt road left turn lane is arranged at below overline bridge, sidewalk on longitudinal road left turn lane is arranged on the road surface of tunnel upper, sidewalk on left turn lane and the distance of rotary island are 10m ~ 40m, distance in the present embodiment adopts 25m.
The vehicle that this traffic intersection laterally or is longitudinally kept straight on only need pass through from overline bridge or tunnel and can arrive the road on opposite, traffic lights need not need be waited for as existing crossroad, the vehicle of turning right directly rolls away from can lead to adjacent road from arc link road, roll away from from the backward going track of every bar road again after the vehicle turned left and turn around passes through from rotary island, this kind of traffic intersection can eliminate traffic lights, reduce the time waited traffic lights, alleviate traffic congestion.Because vehicle is taked to take their own roads, only through behind the sidewalk on right-turn lane, then through the sidewalk on left lateral track, road opposite to need can be arrived through the pedestrian of road.
Embodiment three, when the left turning vehicle at the crossing of traffic is more, can left-hand rotation car to side set up the left-hand rotation by-path 13 that is specifically designed to left-hand rotation, the arc overline bridge 14 of left-hand rotation by-path strides across from the overline bridge entrance of direct lane, the vertical distance that simultaneously arc overline bridge is positioned at position above craspedodrome overline bridge and craspedodrome overline bridge should be greater than 3m, so that arc overline bridge does not disturb through vehicles to pass through, the peak of arc overline bridge is concordant with the overline bridge peak of direct lane, and the other end of arc overline bridge is connected with longitudinal road.
This traffic intersection can also amplify fork in the road, as shown in Figure 10, the vehicle in a wherein direction, the track of laterally keeping straight on is current from road surface, the vehicle that other direction travels passes through from subterranean tunnel, to reduce the staggered number of times of vehicle, horizontal right-turning vehicles is connected with the backward going track of longitudinal road through arc link road, and the left turning vehicle of belt road is directly current from road surface; The left turning vehicle of longitudinal road directly turns left to enter belt road on road surface, and the right-turning vehicles of longitudinal road is directly turned right.This kind of fork in the road is applicable to the less fork in the road of vehicle, and pedestrian directly passes through on pavement, gets final product jaywalk.
This traffic intersection can also refer to another kind of fork in the road, as shown in figure 11, through vehicles on belt road is directly current from road surface, on belt road, the current vehicle that need turn left passes through through subterranean tunnel from right to left, subterranean tunnel is connected with the backward going track of longitudinal road, right-turning vehicles is directly turned right and can be led to longitudinal road, and the right-turning vehicles of longitudinal road is directly turned right and can be led to belt road, and the left turning vehicle of longitudinal road can pass through in horizontal track mutually through overline bridge.
The above, be only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, disclose as above with preferred embodiment although this use is novel, but and be not used to limit originally make utility model, any those skilled in the art are not departing within the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or modify the Equivalent embodiments of equivalent variations, in every case the content of technical solutions of the utility model is not departed from, according to technical spirit of the present utility model, any simple amendment is made to above embodiment, impartial change and modification, all should belong to covering scope of the present utility model.
Claims (4)
1. a Novel traffic road mouth structure, comprise the cross traffic road be made up of belt road and longitudinal road, it is characterized in that, every bar road of cross traffic road is divided into two, left and right by isolation strip, right part track is made up of direct lane, left turn lane and the right-turn lane that is positioned at the rightmost side, and left part track is the symmetrical reverse traveling lane in right part track; The direct lane of described belt road is current in stride across crossroad through overline bridge, the direct lane of longitudinal road is current in stride across crossroad through subterranean tunnel, left turn lane passes through through the rotary island be positioned at below overline bridge on road surface, described right-turn lane is connected with another road through arc link road, the road surface of arc link road is provided with sidewalk, the road surface of left turn lane is provided with sidewalk.
2. Novel traffic road mouth structure according to claim 1, it is left turn lane on the right side of described direct lane, the right side of described left turn lane is right-turn lane, left turn lane is the current vehicle that turns around also, the described distance being positioned at sidewalk on left turn lane and rotary island is 10m ~ 30m, sidewalk on described belt road left turn lane is arranged at below overline bridge, and the sidewalk on longitudinal road left turn lane is arranged on the road surface of tunnel upper.
3. Novel traffic road mouth structure according to claim 1, it is left turn lane on the left of described direct lane, the right side of described direct lane is right-turn lane, left turn lane is the current vehicle that turns around also, the described distance being positioned at sidewalk on left turn lane and rotary island is 10m ~ 40m, sidewalk on described belt road left turn lane is arranged at below overline bridge, and the sidewalk on longitudinal road left turn lane is arranged on the road surface of tunnel upper.
4. the Novel traffic road mouth structure according to Claims 2 or 3, the left turn lane side of described belt road is also provided with a left-hand rotation by-path, and described left-hand rotation by-path strides across direct lane overline bridge through arc overline bridge is connected with longitudinal road.
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CN201420112535.3U CN204940026U (en) | 2014-03-13 | 2014-03-13 | Novel traffic road mouth structure |
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CN201420112535.3U CN204940026U (en) | 2014-03-13 | 2014-03-13 | Novel traffic road mouth structure |
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106958173A (en) * | 2017-03-06 | 2017-07-18 | 山东港通工程管理咨询有限公司 | Urban road is designed without traffic lights |
CN107142802A (en) * | 2016-04-15 | 2017-09-08 | 孔峻凌 | Across crossing perpendicular separation intersects bridge traffic system |
CN108330757A (en) * | 2018-01-15 | 2018-07-27 | 石家庄铁道大学 | Intersection road structure |
CN109338837A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of city road crossing separate system |
CN110453554A (en) * | 2019-06-21 | 2019-11-15 | 武磊 | A kind of three-dimensional access bridge |
CN110644306A (en) * | 2019-10-18 | 2020-01-03 | 李嘉昊 | Urban road crossroad design and construction optimization technical scheme |
WO2020037934A1 (en) * | 2018-08-24 | 2020-02-27 | 全忠毅 | Overpass |
CN112458808A (en) * | 2020-11-24 | 2021-03-09 | 山东大学 | Crossroad passing system and method controlled by no-signal lamp |
CN112761038A (en) * | 2021-01-19 | 2021-05-07 | 陈洋洲 | Novel crossroad |
CN113818297A (en) * | 2021-10-11 | 2021-12-21 | 潍坊易达优道交通技术开发有限公司 | Intersection and passing method thereof |
-
2014
- 2014-03-13 CN CN201420112535.3U patent/CN204940026U/en not_active Expired - Fee Related
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107142802A (en) * | 2016-04-15 | 2017-09-08 | 孔峻凌 | Across crossing perpendicular separation intersects bridge traffic system |
CN106958173A (en) * | 2017-03-06 | 2017-07-18 | 山东港通工程管理咨询有限公司 | Urban road is designed without traffic lights |
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 |
WO2020037934A1 (en) * | 2018-08-24 | 2020-02-27 | 全忠毅 | Overpass |
CN109338837A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of city road crossing separate system |
CN110453554A (en) * | 2019-06-21 | 2019-11-15 | 武磊 | A kind of three-dimensional access bridge |
CN110644306A (en) * | 2019-10-18 | 2020-01-03 | 李嘉昊 | Urban road crossroad design and construction optimization technical scheme |
CN112458808A (en) * | 2020-11-24 | 2021-03-09 | 山东大学 | Crossroad passing system and method controlled by no-signal lamp |
CN112761038A (en) * | 2021-01-19 | 2021-05-07 | 陈洋洲 | Novel crossroad |
CN113818297A (en) * | 2021-10-11 | 2021-12-21 | 潍坊易达优道交通技术开发有限公司 | Intersection and passing method thereof |
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Legal Events
Date | Code | Title | Description |
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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: 20160106 Termination date: 20180313 |
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CF01 | Termination of patent right due to non-payment of annual fee |