CN102182126A - No-waiting flyover - Google Patents

No-waiting flyover Download PDF

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Publication number
CN102182126A
CN102182126A CN2011100827044A CN201110082704A CN102182126A CN 102182126 A CN102182126 A CN 102182126A CN 2011100827044 A CN2011100827044 A CN 2011100827044A CN 201110082704 A CN201110082704 A CN 201110082704A CN 102182126 A CN102182126 A CN 102182126A
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CN
China
Prior art keywords
lane
layer
bridge
vertical
track
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Granted
Application number
CN2011100827044A
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Chinese (zh)
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CN102182126B (en
Inventor
贾德玉
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Individual
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Individual
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Priority to CN2011100827044A priority Critical patent/CN102182126B/en
Publication of CN102182126A publication Critical patent/CN102182126A/en
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Publication of CN102182126B publication Critical patent/CN102182126B/en
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Abstract

The invention provides a no-waiting flyover. A longitudinal lane, a transverse lane and a turning lane are arranged on the upper layer, the middle layer and the lower layer; an upslope lane is arranged in front of a first spanning bridge pillar of a longitudinal lane entrance bridge in the right turning lane of the transverse lane, a down-slope lane is arranged in back of any one of the first to last second spanning bridge pillars of the exit, the upper part of the right sidewalk of the transverse lane is connected with the longitudinal lane through a platform bridge, and the sidewalk is consistently isolated with each lane; and the longitudinal left turning lane is communicated with the left side of the upslope longitudinal right lane and arranged above the down-slope of the longitudinal left lane. Therefore, the occupied place of a road junction can be reduced, all restrictions of traffic lights are canceled, the no-waiting flyover is realized, the passing capacity of the road junction is improved, and jam of pedestrians and vehicles is avoided.

Description

A kind of nothing is treated overpass bridge
Technical field
The invention belongs to field of traffic facilities, relate to road overpass bridge with one voice, be specifically related to a kind of nothing and treat overpass bridge.
Background technology
Existing two-way lane road is overpass bridge with one voice, and the situation of intersecting according to road has multiple setting.Comprise vertical track layer as 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, laterally track and turning roadway adopt rotating disk, though provide certain facility to road vehicle, walk with one voice, 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 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 overpass bridge with one voice exists certain defective, people to further minimizing road with one voice the overpass bridge that blocks up of traffic still have and crave for, through constantly exploring, improve repeatedly, purpose is to provide a kind of nothing to treat overpass bridge, can solve the current with one voice problem of blocking up of road better.
The technical solution used in the present invention is that a kind of nothing of design is treated overpass bridge, and its structure comprises: two-way vertical track layer of overpass bridge, and directional transverse track layer, the turning roadway layer, wherein vertically the track layer is arranged on the superiors, is direct lane; Laterally the track layer is arranged on orlop, is direct lane; The turning roadway layer is arranged on the intermediate layer; Advance at vertical track layer and before first of bridge is striden the bridge post up gradient to be set, first of vertical track layer outlet stride the bridge post to fall second stride the bridge post arbitraryly gug is set after striding the bridge post, the sidewalk is consistent with the track to isolate setting;
Laterally the right-turn lane layer is arranged on the top, sidewalk, right side in horizontal track, and following groove goes out between the bridge place with vertical track and is communicated with by garage's overline bridge; The turning roadway layer has only horizontal left turn lane and sidewalk;
Vertically the left side of the vertical right lane behind left turn lane layer and the up gradient is connected, and is arranged on the gug top of vertical left-lane, its down groove inboard and horizontal right lane goes out the bridge place and is communicated with on the sidewalk by garage's overline bridge;
Vertically the layer right side that is arranged on behind the up gradient with vertical right lane in right-turn lane is connected, inboard and horizontal left-lane goes out Qiao Chu and is connected on the sidewalk by garage's overline bridge, its vertical right sidewalk be arranged under the corresponding grade separation spanning and garage's overline bridge under, be communicated with sidewalk on vertical right lane by pedestrian overcrossing afterwards.
The present invention adopts technique scheme and measure, existing overpass bridge is improved, vertical track, laterally direct lane is all adopted in the track, laterally track and turning roadway are cancelled rotating disk, the sidewalk is consistent with the track to isolate setting, not only reduced overpass bridge at road occupied ground with one voice, improved the space utilization degree, can utilize the original layout of road to build overpass bridge, save and widen, the removal engineering quantity, and vertical track, horizontal track, horizontal right-turn lane, vertical left turn lane, vertically line time is treated with people's car that the traffic lights restrictions have all been saved in horizontal left turn lane in the right-turn lane, form not have and treat overpass bridge, improve the road traffic capacity with one voice widely, avoided the degree of blocking up.
Description of drawings
Fig. 1 represents the embodiment of the invention 1 structural representation.
The specific embodiment
In conjunction with the accompanying drawings and embodiments, further specify concrete structure of the present invention.
A kind of nothing of the present invention is treated the embodiment 1 of overpass bridge, referring to Fig. 1, its structure comprises: two-way vertical track layer of overpass bridge is laid in the upper strata, the turning roadway layer is laid in ground floor, directional transverse track layer is laid in subterranean layer, the right lane 3 of vertical track layer, the left-lane 10 of vertical track layer, the right lane 5 of horizontal track layer, the left-lane 8 of horizontal track layer, turning roadway layer 1 vertically first of track layer right lane 3 is striden bridge post 4, up gradient 2, the gug 7 of vertical track layer right lane 3, the bridge post 6 of gug 7, the gug 11 of vertical track layer left-lane 10, the bridge post 9 of gug 11, each sidewalk (not shown) and each track are side by side or consistently isolate setting, horizontal right-turn lane layer is told from turning roadway layer 1, be arranged on the right sidewalk (not shown) top of horizontal track layer right lane 5, and be communicated with by garage's overline bridge 12 between vertical track right lane 3.1 places; Vertical turning roadway layer 1 is divided into vertical right-turn lane layer 1 and vertical left turn lane layer 13, the left side of the vertical right lane 3 behind left turn lane layer 13 and the up gradient 2 is connected, be arranged on gug 11 tops of vertical left-lane 10, inboard and horizontal right lane 5.1 places are communicated with groove on the sidewalk by garage's overline bridge (showing fully among the figure) under it; Right side behind the up gradient 2 of vertical right-turn lane layer 1 and vertical right lane 3 is connected, inboard and horizontal left-lane 8.1 places are connected on the sidewalk by garage's overline bridge 14, its vertical right sidewalk is arranged under grade separation spanning 4 and the garage's overline bridge 14, be communicated with sidewalk on vertical right lane 3 by the pedestrian overcrossing (not shown) afterwards, horizontal left turn lane and sidewalk have only been kept on the turning roadway layer 1 like this, thereby avoid vertically keeping straight on pedestrian and vertically right-hand bend car intersection, cancel all is treated line time.
This nothing of the present invention treats that overpass bridge is equally applicable to two-way single-lane road and uses with one voice.

Claims (1)

1. a nothing is treated overpass bridge, comprises two-way vertical track layer of overpass bridge, directional transverse track layer, and the turning roadway layer is characterized in that vertical track layer is arranged on the superiors, is direct lane; Laterally the track layer is arranged on orlop, is direct lane; The turning roadway layer is arranged on the intermediate layer, advance at vertical track layer before first of bridge is striden the bridge post up gradient to be set, first of vertical track layer outlet stride the bridge post to fall second stride the bridge post arbitraryly gug is set after striding the bridge post, the sidewalk is consistent with the track to isolate setting; Laterally the right-turn lane layer is arranged on the top, sidewalk, right side in horizontal track, and is communicated with by garage's overline bridge between vertical track; Vertically the turning roadway in track is divided into right-turn lane layer and left turn lane layer, adopt the left side of the vertical right lane behind left turn lane layer and the up gradient to be connected, be arranged on the gug top of vertical left-lane, inboard and horizontal right lane is communicated with groove on the sidewalk by garage's overline bridge under it; Vertically the layer right side that is arranged on behind the up gradient with vertical right lane in right-turn lane is connected, inboard and horizontal left-lane goes out Qiao Chu and is connected on the sidewalk by garage's overline bridge, its vertical right sidewalk be arranged under the corresponding grade separation spanning and described garage overline bridge under, be communicated with sidewalk on vertical right lane by pedestrian overcrossing afterwards.
CN2011100827044A 2011-04-02 2011-04-02 No-waiting flyover Expired - Fee Related CN102182126B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011100827044A CN102182126B (en) 2011-04-02 2011-04-02 No-waiting flyover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011100827044A CN102182126B (en) 2011-04-02 2011-04-02 No-waiting flyover

Publications (2)

Publication Number Publication Date
CN102182126A true CN102182126A (en) 2011-09-14
CN102182126B CN102182126B (en) 2012-08-22

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104195907A (en) * 2014-09-28 2014-12-10 丁乃祥 Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1335608A1 (en) * 1985-09-11 1987-09-07 Белорусский Политехнический Институт Two-level crossing
CN201087318Y (en) * 2007-09-20 2008-07-16 成都市武侯专利咨询研发转化研究所 Foot passenger directly passing type full intercommunication cloverleaf junction for t-shaped crossing
CN101705652A (en) * 2009-11-03 2010-05-12 杨文臣 Universal compact road overpass
CN101831850A (en) * 2010-04-09 2010-09-15 赵殿龙 Layered throughout connection type overpass
CN101949118A (en) * 2010-09-13 2011-01-19 董兰田 Omnibearing full double-deck overpass bridge at intersection
CN201738207U (en) * 2010-08-20 2011-02-09 张航 High through capacity crossroad full intercommunication fly-over bridge
CN202047329U (en) * 2011-04-02 2011-11-23 贾德玉 Fast drive overpass

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1335608A1 (en) * 1985-09-11 1987-09-07 Белорусский Политехнический Институт Two-level crossing
CN201087318Y (en) * 2007-09-20 2008-07-16 成都市武侯专利咨询研发转化研究所 Foot passenger directly passing type full intercommunication cloverleaf junction for t-shaped crossing
CN101705652A (en) * 2009-11-03 2010-05-12 杨文臣 Universal compact road overpass
CN101831850A (en) * 2010-04-09 2010-09-15 赵殿龙 Layered throughout connection type overpass
CN201738207U (en) * 2010-08-20 2011-02-09 张航 High through capacity crossroad full intercommunication fly-over bridge
CN101949118A (en) * 2010-09-13 2011-01-19 董兰田 Omnibearing full double-deck overpass bridge at intersection
CN202047329U (en) * 2011-04-02 2011-11-23 贾德玉 Fast drive overpass

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104195907A (en) * 2014-09-28 2014-12-10 丁乃祥 Road junction capable of realizing simultaneous left turning of vehicles in multiple directions and traffic method

Also Published As

Publication number Publication date
CN102182126B (en) 2012-08-22

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C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Inventor after: Jia Deyu

Inventor after: Han Hongliang

Inventor after: Zhang Wanxiang

Inventor before: Jia Deyu

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: JIA DEYU TO: JIA DEYU HAN HONGLIANG ZHANG WANXIANG

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

Granted publication date: 20120822

Termination date: 20150402

EXPY Termination of patent right or utility model