CN102605693A - Unobstructed flyover - Google Patents

Unobstructed flyover Download PDF

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Publication number
CN102605693A
CN102605693A CN2012100664836A CN201210066483A CN102605693A CN 102605693 A CN102605693 A CN 102605693A CN 2012100664836 A CN2012100664836 A CN 2012100664836A CN 201210066483 A CN201210066483 A CN 201210066483A CN 102605693 A CN102605693 A CN 102605693A
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China
Prior art keywords
layer
sidewalk
horizontal
lane
flyover
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Granted
Application number
CN2012100664836A
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Chinese (zh)
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CN102605693B (en
Inventor
贾德玉
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贾德玉
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Priority to CN201120543141.X priority
Priority to CN201120543141X priority
Application filed by 贾德玉 filed Critical 贾德玉
Priority to CN201210066483.6A priority patent/CN102605693B/en
Publication of CN102605693A publication Critical patent/CN102605693A/en
Application granted granted Critical
Publication of CN102605693B publication Critical patent/CN102605693B/en
Expired - Fee Related legal-status Critical Current
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Abstract

The invention belongs to a road flyover and provides an unobstructed flyover. The unobstructed flyover is mainly characterized in that: an underground layer is provided with a transverse direct movement lane layer; a first layer is provided with a sidewalk layer; a second layer is provided with transverse left turn and transverse right turn lane layers; a third layer is provided with longitudinal direct movement, longitudinal left turn and longitudinal right turn lane layers; the underground layer is further provided with a transverse direct movement sidewalk; the second layer is provided with transverse left turn and transverse right turn sidewalks; and the third layer is provided with longitudinal direct movement and longitudinal left turn sidewalks. Due to the adoption of the unobstructed flyover, the floor occupation of the flyover on an intersection is reduced, and the widening and removing work amount is omitted; and moreover, traffic light limitation on all lanes and sidewalks is eliminated, so that the road capacity is increased greatly, and the vehicle and pedestrian blocking phenomenon is avoided effectively.

Description

A kind of without hindrance overpass bridge
Technical field
The invention belongs to field of traffic facilities, relates to road overpass bridge with one voice, is specifically related to a kind of without hindrance overpass bridge.
Background technology
Existing two-way lane road is overpass bridge with one voice, and the situation of intersecting according to road has a variety of settings.Comprise vertical track layer like common overpass bridge, horizontal track and turning roadway layer, setting is elsewhere separated in the track with the sidewalk; Wherein vertically the track layer adopts craspedodrome, and laterally track and turning roadway adopt rotating disk, though to reason vehicle, walk with one voice certain facility is provided; But exist the horizontal track of rotating disc type, the rotating disc type turning roadway still has a large amount of vehicle intersections; Pedestrian and vehicle intersection, people's car is current to be obstructed, and treats that line time is longer; Along with the city vehicle pedestrian increases, show road day by day and block up with one voice seriously.
Summary of the invention
The inventor is in trip activity for many years; The road of the finding existing city two-way lane setting of viaduct with one voice exists certain defective; People to further minimizing road with one voice the viaduct that blocks up of traffic still have and crave for; Through constantly exploring; Improve repeatedly, purpose is to provide a kind of without hindrance viaduct, through improving structure and layout; Can make that traffic is without hindrance to be passed through, solve the current with one voice problem of blocking up of road better.
The technical scheme that the invention is taked is a kind of without hindrance overpass bridge of design; Its structure comprises: two-way vertical direct lane of overpass bridge, directional transverse direct lane, turning roadway and sidewalk; Wherein, Horizontal direct lane layer is set, sidewalk layer, laterally left-hand bend, horizontal right-turn lane layer and vertically craspedodrome, vertically left-hand bend, vertical right-turn lane layer respectively.
In order to save engineering cost; Convenient construction, laterally the direct lane layer is laid in subterranean layer, and the sidewalk layer is laid in first floor; Laterally left-hand bend, horizontal right-turn lane layer are laid in the second layer, and vertically craspedodrome, vertically left-hand bend, vertical right-turn lane layer are laid in the 3rd layer.
The pedestrian crowds on the layer of sidewalk in order to reduce, and also laterally on the direct lane layer horizontal craspedodrome sidewalk is being set; Also laterally turning left, laterally horizontal left-hand bend sidewalk be set, the sidewalk of laterally turning right on the layer of right-turn lane; Also vertically keeping straight on, vertically turning left, vertically vertical craspedodrome sidewalk be set, the sidewalk of vertically turning left on the layer of right-turn lane.
Technique scheme and measure are adopted in the invention, to existing road with one voice the overpass bridge structure and layout improve, underground horizontal direct lane layer is set respectively; The sidewalk layer is set on the ground; Laterally left-hand bend, horizontal right-turn lane layer and vertically craspedodrome, vertically left-hand bend, vertical right-turn lane layer remove the sidewalk layer are set specially, also on each track layer, with the track isolation corresponding sidewalk are set; This overpass bridge has not only reduced overpass bridge at road occupied ground with one voice; Improve the space utilization degree, can utilize the original place of road to build overpass bridge, saved the engineering quantity of widening, remove; And traffic lights have all been saved on vertical direct lane, vertical left turn lane, vertical right-turn lane, horizontal direct lane, horizontal right-turn lane, horizontal each track, left turn lane and each sidewalk; Vehicle, pedestrian are limited through not treating line time, form without hindrance overpass bridge, improved the road traffic capacity with one voice widely; Avoid the traffic jam, had significant advantage.
Description of drawings
Fig. 1 representes the wherein structural representation of horizontal direct lane layer of the invention;
Fig. 2 representes that the invention is wherein laterally turned left, the structural representation of horizontal right-turn lane layer;
Fig. 3 representes the structural representation of wherein vertically craspedodrome of the invention, vertically left-hand bend, vertical right-turn lane layer.
The specific embodiment
In conjunction with accompanying drawing and embodiment, further specify the concrete structure and the layout of the invention.
The embodiment 1 of a kind of without hindrance overpass bridge of the invention; Referring to Fig. 1, Fig. 2, Fig. 3; Its structure comprises: laterally the direct lane layer is arranged in subterranean layer; Referring to Fig. 1,, first of the import of horizontal direct lane 2 sets ramp 1 after striding the bridge post,, last of underground horizontal direct lane 2 outlets establish up gradient 4 before striding the bridge post; Sidewalk layer (not shown) arranged on the ground as first floor, comprises horizontal craspedodrome, laterally turns left, and laterally turns right the sidewalk of vertically keeping straight on, vertically turning left and vertically turning right; Laterally left turn lane, horizontal right-turn lane layer are arranged in the second layer; Referring to Fig. 2;, first of this track layer import establishes up gradient 5 before striding the bridge post; 9,, last of the outlet of horizontal left turn lane 10 set ramp 12 after striding the bridge post,, last of the outlet of horizontal right-turn lane 7 set ramp 15 after striding the bridge post; Vertically craspedodrome, vertically left-hand bend, vertical right-turn lane layer are arranged in the 3rd layer; Referring to Fig. 3; Before the bridge post is striden in first of the import of vertical direct lane 16, establish up gradient 17, after last of the outlet of vertical direct lane 16 striden the bridge post, set ramp 23, vertically the import of left turn lane 24 is arranged on the left side behind vertical direct lane 16 up gradients 17; Through left turn lane 24; Outlet is communicated with gug 25, and the import of vertical right-turn lane 20 is arranged on the right side behind vertical direct lane 16 up gradients, and outlet is communicated with gug 21.
A kind of without hindrance overpass bridge embodiment 2 of the invention; Referring to Fig. 3; Its structure comprises: in the structure of embodiment 1; Wherein vertically the import of left turn lane 24 is arranged on the left side behind vertical direct lane 16 up gradients 17, also can be arranged on gug 25 tops through vertical left-hand rotation overline bridge track 24, and outlet is arranged on (not shown) after the gug 25.
A kind of without hindrance overpass bridge embodiment 3 of the invention, referring to Fig. 1, Fig. 2, Fig. 3, its structure comprises: in the structure of embodiment 1 or 2, referring to Fig. 1, also on subterranean layer, with the horizontal consistent isolation of direct lane horizontal craspedodrome sidewalk 3 is set; Referring to Fig. 2, also on the second layer, horizontal left-hand bend sidewalk 11 is set, the sidewalk 8 of laterally turning right with laterally left-hand bend, the consistent isolation respectively of horizontal right-turn lane; Referring to Fig. 3, also on the 3rd layer with vertically, keep straight on, vertically turn left, vertically consistent the isolation respectively of right-turn lane is provided with vertical craspedodrome sidewalk 18, the sidewalk (Fig. 3 does not show) of vertically turning left.Wherein, the sidewalk 3 of laterally keeping straight on referring to Fig. 1, is imported and exported with going up a slope along underground horizontal direct lane 2 consistent descendings; Horizontal left-hand bend sidewalk 11, referring to Fig. 2, import is gone up a slope through the left-hand rotation pedestrian overcrossing from 7 belows, horizontal right-turn lane, from gug 13 outlets of 14 belows, right-turn lane in opposite directions; Horizontal right-hand bend sidewalk 8 referring to Fig. 2, is established pedestrian overcrossing up gradient 6 first after striding the bridge post, with along bridge under the pedestrian overcrossing of horizontal right-turn lane; Vertically pedestrian overcrossing 19 grade separations referring to Fig. 3, after import is gone up a slope, are passed through with vertical right-turn lane 20, from left turn lane 22 below descendings outlets in opposite directions in craspedodrome sidewalk 18; Vertical left-hand bend sidewalk (not showing among Fig. 3), import be through the upward slope pedestrian overcrossing, with the longitudinally left turn lane 24 or the overline bridge track 24 of vertically turning left, with the descending overline bridge outlet of right-turn lane grade separation in opposite directions.

Claims (3)

1. without hindrance overpass bridge; The vertical direct lane that comprises overpass bridge; Horizontal direct lane, turning roadway and sidewalk is characterized in that being provided with respectively horizontal direct lane layer; The sidewalk layer, laterally left-hand bend, horizontal right-turn lane layer and vertically craspedodrome, vertically left-hand bend, vertical right-turn lane layer.
2. without hindrance overpass bridge as claimed in claim 1; It is characterized in that said horizontal direct lane layer is laid in subterranean layer; Said sidewalk layer is laid in first floor; Said horizontal left-hand bend, horizontal right-turn lane layer are laid in the second layer, and said vertical craspedodrome, vertically left-hand bend, vertical right-turn lane layer are laid in the 3rd layer.
3. without hindrance overpass bridge as claimed in claim 1 is characterized in that also on said horizontal direct lane layer, horizontal craspedodrome sidewalk being set, and also on said horizontal left-hand bend, horizontal right-turn lane layer, horizontal left-hand bend sidewalk is set, the sidewalk of laterally turning right; Also on said vertical craspedodrome, vertically left-hand bend, vertical right-turn lane layer, vertical craspedodrome sidewalk is set, the sidewalk of vertically turning left.
CN201210066483.6A 2011-12-22 2012-03-14 Unobstructed flyover Expired - Fee Related CN102605693B (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
CN201120543141 2011-12-22
CN201120543141.X 2011-12-22
CN201120543141X 2011-12-22
CN201210066483.6A CN102605693B (en) 2011-12-22 2012-03-14 Unobstructed flyover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210066483.6A CN102605693B (en) 2011-12-22 2012-03-14 Unobstructed flyover

Publications (2)

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CN102605693A true CN102605693A (en) 2012-07-25
CN102605693B CN102605693B (en) 2015-02-25

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CN2012200950138U Expired - Fee Related CN202519557U (en) 2011-12-22 2012-03-14 Unimpeded flyover
CN201210066483.6A Expired - Fee Related CN102605693B (en) 2011-12-22 2012-03-14 Unobstructed flyover

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CN2012200950138U Expired - Fee Related CN202519557U (en) 2011-12-22 2012-03-14 Unimpeded flyover

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590291A (en) * 2013-03-01 2014-02-19 李文泽 Crossroad and T road all-directional no-parking flyover

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202519557U (en) * 2011-12-22 2012-11-07 贾德玉 Unimpeded flyover

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0146403B1 (en) * 1994-09-28 1998-09-15 박태남 Road crossing on different levels
CN1528982A (en) * 2003-10-17 2004-09-15 吕乐民 Two-deck full-directional direct-intercommunity overpass
CN2672150Y (en) * 2004-01-12 2005-01-19 肖为民 Overpass
CN101016712A (en) * 2006-04-05 2007-08-15 彭振华 Non-traffic light non-barrier urban multi-level fast traffic road structure
CN200946229Y (en) * 2004-08-16 2007-09-12 张航 Super minisize crossroads
WO2007133019A1 (en) * 2006-05-11 2007-11-22 Chi Hong Yeo Half u-turn underground roadway directed to both sides connected with traffic system when pedestrian's crossing is needed on the road
CN101781873A (en) * 2009-01-15 2010-07-21 王伟榕 Convenient and smooth flyover crossroad traffic building without traffic light
CN101831850A (en) * 2010-04-09 2010-09-15 赵殿龙 Layered throughout connection type overpass
CN201634979U (en) * 2009-12-31 2010-11-17 余宾来 Multilevel intersection system of crossroad
CN102268853A (en) * 2011-06-10 2011-12-07 邱世军 Intersection flyover
CN202519557U (en) * 2011-12-22 2012-11-07 贾德玉 Unimpeded flyover

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0146403B1 (en) * 1994-09-28 1998-09-15 박태남 Road crossing on different levels
CN1528982A (en) * 2003-10-17 2004-09-15 吕乐民 Two-deck full-directional direct-intercommunity overpass
CN2672150Y (en) * 2004-01-12 2005-01-19 肖为民 Overpass
CN200946229Y (en) * 2004-08-16 2007-09-12 张航 Super minisize crossroads
CN101016712A (en) * 2006-04-05 2007-08-15 彭振华 Non-traffic light non-barrier urban multi-level fast traffic road structure
WO2007133019A1 (en) * 2006-05-11 2007-11-22 Chi Hong Yeo Half u-turn underground roadway directed to both sides connected with traffic system when pedestrian's crossing is needed on the road
CN101781873A (en) * 2009-01-15 2010-07-21 王伟榕 Convenient and smooth flyover crossroad traffic building without traffic light
CN201634979U (en) * 2009-12-31 2010-11-17 余宾来 Multilevel intersection system of crossroad
CN101831850A (en) * 2010-04-09 2010-09-15 赵殿龙 Layered throughout connection type overpass
CN102268853A (en) * 2011-06-10 2011-12-07 邱世军 Intersection flyover
CN202519557U (en) * 2011-12-22 2012-11-07 贾德玉 Unimpeded flyover

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590291A (en) * 2013-03-01 2014-02-19 李文泽 Crossroad and T road all-directional no-parking flyover

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Publication number Publication date
CN102605693B (en) 2015-02-25
CN202519557U (en) 2012-11-07

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Inventor after: Jia Deyu

Inventor after: Peng Erbao

Inventor after: Yang Baoyu

Inventor after: Feng Yuan

Inventor before: Jia Deyu

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Inventor after: Jia Deyu

Inventor after: Peng Erbao

Inventor after: Yang Baoyu

Inventor after: Feng Yuan

Inventor after: Wang Zhanwen

Inventor before: Jia Deyu

Inventor before: Peng Erbao

Inventor before: Yang Baoyu

Inventor before: Feng Yuan

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Granted publication date: 20150225

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