CN202688809U - T-junction flyover with pedestrian and vehicle lanes - Google Patents
T-junction flyover with pedestrian and vehicle lanes Download PDFInfo
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- CN202688809U CN202688809U CN 201220129494 CN201220129494U CN202688809U CN 202688809 U CN202688809 U CN 202688809U CN 201220129494 CN201220129494 CN 201220129494 CN 201220129494 U CN201220129494 U CN 201220129494U CN 202688809 U CN202688809 U CN 202688809U
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Abstract
A T-junction flyover with pedestrian and vehicle lanes mainly solves the problems of large floor area, high cost and the like as existing T-junctions have no flyover and left turns of the existing flyovers mostly adopt a right detouring method. The T-junction flyover with the pedestrian and vehicle lanes comprises an air flyover, an underground flyover, and coming and going direction and left-to-right or right-to-left direction straight lanes levelly intersected with the ground, and left or right turning lanes in three directions. The T-junction flyover with the pedestrian and vehicle lanes has the advantages that the air flyover is combined with the underground flyover; left and right turning and straight traveling are natural and smooth; level intersection of a non-motor vehicle and a pedestrian is not hindered; and the overall design is compact and ingenious. Due to the fact that a three-dimensional crossing mode combining underground and air and a design mode that a lane width is preserved in the middle of a straight motorway and left-turning and right-turning lanes are directly led out from the straight motorway are adopted originally, the floor area is greatly reduced and the width of the flyover can be as small as that of four lanes; the T-junction flyover can be constructed at the T-junction which is 3.5m wide (including a non-motor vehicle lane and a sidewalk), and the number of the motor vehicles in each direction also can be increased according to the width of a street.
Description
Technical field
The utility model belongs to a kind of overpass bridge, particularly a kind of Novel overpass that is applicable to highway and urban road T-shaped road junction intersection.
Background technology
Present overpass at T-junction turns left to adopt right circuitous method in structure design more, thereby causes that whole project occupation of land area is large, cost is high, and is not suitable for the city originally than the narrow lane mouth.
The utility model content
The purpose of this utility model provides a kind of novel pedestrian and vehicle separation overpass at T-junction, utilize aerial grade separation and underground interchange to combine, and left and right turning motorway is directly drawn from direct lane, and same road surface comes, goes to stay between the motorway the wide distance in track for inventive method such as turning roadway graded crossing, with the design of left and right turning process novel ingenious, scientific and reasonable, motor vehicle is left and right turn to and the nature of keeping straight on smooth and easy, global design is compact, floor space seldom, fund input is less.
The purpose of this utility model is achieved by the following technical solution: the motor vehicle that it comprises aerial grade separation, underground interchange and ground usual friendship three parts comes, goes direction direct lane, from left to right direct lane or the left direct lane of dextrad, two right-turn lanes, two left turn lanes and bicycle and pedestrian's level crossing, it is characterized in that:
A. north and south (or thing) direction craspedodrome motorway frame is in the top of ground level crossing (I type) or from the underground ground level crossing (II type) that passes, the left and right turning roadway of east orientation west (or north orientation south, west eastwards, south orientation is northern) direction craspedodrome motorway and extension thereof is from underground ground level crossing (I type) or the frame of passing in the top of ground level crossing (II type), and the two and ground line are graded crossing;
B. the right-hand bend motorway of south east (or north east, north west, west south) direction is directly drawn from the craspedodrome motorway, by access bridge or gentle slope from striding across (I type) in the air or from underground passing (II type) ground level crossing, merge with the left turn lane of north orientation east (or west northwards, south orientation west, east orientation be southern) direction, then incorporate the craspedodrome motorway into;
C. the right-hand bend motorway of north east (or north west, west south, south east) direction is directly drawn from the craspedodrome motorway, from underground passing (I type) or from striding across craspedodrome motorway and the ground level crossing of (II type) direction that intersects in the air, then incorporate the craspedodrome motorway by gentle slope or access bridge into;
D. east orientation south (or north orientation east, west northwards, south orientation is western) direction left-hand bend motorway is directly drawn from the craspedodrome motorway, from underground passing (I type) or from striding across craspedodrome motorway and the ground level crossing of (II type) direction that intersects in the air, then incorporate the craspedodrome motorway by gentle slope or access bridge into;
E. north orientation east (or west northwards, south orientation west, east orientation be southern) direction left-hand bend motorway is directly drawn from the craspedodrome motorway, by access bridge or gentle slope from striding across (I type) in the air or from craspedodrome motorway and the ground level crossing of underground passing (II type) relative direction, merge with the right-hand bend motorway of relative direction, then incorporate the craspedodrome motorway into;
F. nonmotorized vehicle lane and sidewalk keep ground usual friendship mode.
2. pedestrian and vehicle separation overpass at T-junction according to claim 1 is characterized in that:
A. a lane width distance in the middle of the same craspedodrome motorway is for the graded crossing of left and right turning motorway and the merging of overpass bridge;
B. according to street width, tunable increases, reduces motor vehicle direct lane number that each flows to, and also can be not will not turn right and the left-hand bend motorway merging of other direction.
C. depth stop and aerial limit for height situation, flexible choice I type or II type under the base area.
The utility model has the advantages that: by the aerial and underground graded crossing modified line that combines, and same road surface comes, goes a lane width distance reserving between the motorway, realizes the left and right turning of motor vehicle, motor vehicle is left and right turn to and the nature of keeping straight on smooth and easy; Left and right turning motorway is directly drawn from the craspedodrome motorway, all reduced the occupation of land width, so that global design is compact, floor space almost reaches bottom line, 4 lane widths of the minimum only need of motorway part, (comprising nonmotorized vehicle lane and sidewalk) just can be built in 35 meters wide crossings.Design has originality, and is novel ingenious, scientific and reasonable, practical.
Description of drawings
Fig. 1 is the structure top view of the utility model I type.
Fig. 2 is the structure top view of the utility model I type overground part.
To be the utility model I type right-turn lane come direction left turn lane combinatorial construction schematic diagram with relative to Fig. 3.
Fig. 4 is the structure top view of the utility model II type.
The specific embodiment
See Fig. 1,2,3,4, concrete structure is as follows: the present invention is comprised of craspedodrome motorway A, right-hand bend motorway B, left-hand bend motorway C, nonmotorized vehicle lane D, the sidewalk E of three directions.Wherein, north and south (or thing) direction craspedodrome motorway frame is in the top of ground level crossing (I type) or from the underground ground level crossing (II type) that passes, from underground ground level crossing (I type) or the frame of passing in the top of ground level crossing (II type), the two and ground line are graded crossing to the left and right turning roadway of east orientation west (or north orientation south, west eastwards, south orientation is northern) direction craspedodrome motorway and extension thereof by the gentle slope; Between the two relative direction direct lanes of same road surface a straight distance that the track is wide is arranged.The right-hand bend motorway of south east (or north east, north west, west south) direction is directly drawn from the craspedodrome motorway, by access bridge or gentle slope from striding across (I type) in the air or from underground passing (II type) ground level crossing, merge with the left turn lane of north orientation east (or west northwards, south orientation west, east orientation be southern) direction, then be down to (or being increased to) ground and incorporate the craspedodrome motorway into.The right-hand bend motorway of north east (or north west, west south, south east) direction is directly drawn from the craspedodrome motorway,, then be increased to (or being down to) ground and incorporate the craspedodrome motorway into from underground passing (I type) or from striding across craspedodrome motorway and the ground level crossing of (II type) direction that intersects in the air by gentle slope or access bridge.East orientation south (or north orientation east, west northwards, south orientation is western) direction left-hand bend motorway is directly drawn from the craspedodrome motorway,, then be down to (or being increased to) ground and incorporate the craspedodrome motorway into from underground passing (I type) or from striding across craspedodrome motorway and the ground level crossing of (II type) direction that intersects in the air by gentle slope or access bridge.North orientation east (or west northwards, south orientation west, east orientation be southern) direction left-hand bend motorway is directly drawn from the craspedodrome motorway, by access bridge or gentle slope from striding across (I type) in the air or from craspedodrome motorway and the ground level crossing of underground passing (II type) relative direction, merge with the right-hand bend motorway of relative direction, then be down to (or being increased to) ground and incorporate the craspedodrome motorway into.Nonmotorized vehicle lane and sidewalk keep ground usual friendship mode.
Claims (1)
1. pedestrian and vehicle separation overpass at T-junction, it comprises the craspedodrome motorway of three directions of aerial grade separation and underground interchange, ground usual friendship, the right-hand bend motorway of south east or north east, north west, west south direction, east orientation south or north orientation east, west northwards, the south orientation west to the left-hand bend motorway, with nonmotorized vehicle lane, sidewalk, it is characterized in that:
A. north and south or east-west direction craspedodrome motorway frame are in the top of ground level crossing or from the underground ground level crossing that passes, east orientation west or north orientation south, west are eastwards, the south orientation north is to the left and right turning roadway of craspedodrome motorway and extension thereof from underground ground level crossing or the frame of passing in the top of ground level crossing, and the two and ground line are graded crossing;
B. the right-hand bend motorway of south east or north east, north west, west south direction is directly drawn from the craspedodrome motorway, by access bridge or gentle slope from striding across in the air or from the underground ground level crossing that passes, with north orientation east or west northwards, south orientation west, east orientation southern to the left turn lane merge, then incorporate the craspedodrome motorway into;
C. the right-hand bend motorway of north east or north west, west south, south east direction is directly drawn from the craspedodrome motorway, pass or craspedodrome motorway and ground level crossing from striding across the direction that intersects in the air from underground by gentle slope or access bridge, then incorporate the craspedodrome motorway into;
D. east orientation south or north orientation east, west are northwards, the south orientation west curved motorway of turning left directly draws from the craspedodrome motorway, pass or craspedodrome motorway and ground level crossing from striding across the direction that intersects in the air from underground by gentle slope or access bridge, then incorporate the craspedodrome motorway into;
E. north orientation east or west are northwards, south orientation west, the southern curved motorway of turning left of east orientation directly draw from the craspedodrome motorway, by access bridge or gentle slope from striding across in the air or from underground craspedodrome motorway and the ground level crossing that passes relative direction, merge with the right-hand bend motorway of relative direction, then incorporate the craspedodrome motorway into;
F. nonmotorized vehicle lane and sidewalk keep ground usual friendship mode.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220129494 CN202688809U (en) | 2012-03-31 | 2012-03-31 | T-junction flyover with pedestrian and vehicle lanes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201220129494 CN202688809U (en) | 2012-03-31 | 2012-03-31 | T-junction flyover with pedestrian and vehicle lanes |
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CN202688809U true CN202688809U (en) | 2013-01-23 |
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CN 201220129494 Expired - Fee Related CN202688809U (en) | 2012-03-31 | 2012-03-31 | T-junction flyover with pedestrian and vehicle lanes |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102605694A (en) * | 2012-03-31 | 2012-07-25 | 张民 | T-junction flyover with pedestrian and vehicle lanes |
CN104179103A (en) * | 2014-08-23 | 2014-12-03 | 王建友 | T-shaped road junction |
CN104420406A (en) * | 2013-08-21 | 2015-03-18 | 王建友 | Highway overpass |
WO2015055152A1 (en) * | 2013-10-18 | 2015-04-23 | 周智昂 | Single-level versatile overpass |
CN107700296A (en) * | 2016-08-07 | 2018-02-16 | 汪光凯 | Full dive T-shaped is latent to hand over bridge |
-
2012
- 2012-03-31 CN CN 201220129494 patent/CN202688809U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102605694A (en) * | 2012-03-31 | 2012-07-25 | 张民 | T-junction flyover with pedestrian and vehicle lanes |
CN104420406A (en) * | 2013-08-21 | 2015-03-18 | 王建友 | Highway overpass |
WO2015055152A1 (en) * | 2013-10-18 | 2015-04-23 | 周智昂 | Single-level versatile overpass |
CN104179103A (en) * | 2014-08-23 | 2014-12-03 | 王建友 | T-shaped road junction |
CN107700296A (en) * | 2016-08-07 | 2018-02-16 | 汪光凯 | Full dive T-shaped is latent to hand over bridge |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130123 Termination date: 20160331 |