CN100383340C - One-way gallop bridge - Google Patents

One-way gallop bridge Download PDF

Info

Publication number
CN100383340C
CN100383340C CNB001091468A CN00109146A CN100383340C CN 100383340 C CN100383340 C CN 100383340C CN B001091468 A CNB001091468 A CN B001091468A CN 00109146 A CN00109146 A CN 00109146A CN 100383340 C CN100383340 C CN 100383340C
Authority
CN
China
Prior art keywords
road
turn
bridge
revolution
direct motion
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNB001091468A
Other languages
Chinese (zh)
Other versions
CN1328189A (en
Inventor
赵兆
Original Assignee
赵兆
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 赵兆 filed Critical 赵兆
Priority to CNB001091468A priority Critical patent/CN100383340C/en
Publication of CN1328189A publication Critical patent/CN1328189A/en
Application granted granted Critical
Publication of CN100383340C publication Critical patent/CN100383340C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

The present invention discloses a one-way grade separation overpass which is composed of a central overpass way and slip roads leading to circumambience, wherein each slip road can be orderly divided into four smooth running ways and four reverse running ways. Smooth running right turn, straight running and left turn are respectively communicated with a reverse running carriageway corresponding to right adjacence, opposite direction and left adjacence. A carriageway for turning back directly turns, left turn and right turn carriageways are mutually and horizontally staggered, and meeting points of smooth running and reverse running carriageways are respectively staggered up and down in a grade separation mode. The interpenetration design of the central overpass way causes carriageway lines to be in crossed detour but not in intersection, which ensures that each carriageway line is unimpeded, and reduces the hidden danger that a traffic jam causes accidents.

Description

One-way gallop bridge
Technical field
The invention belongs to the highway bridge design field, relate in particular to a kind of one-way gallop bridge.
Background technology
Along with economic development, improving constantly of living standards of the people, various vehicles also are on the increase in the city, on the one hand the people are with traffic easily--the efficient that automobile is accelerated to handle affairs, in the saving, next journey time, on the other hand but because of traffic congestion, stop up and increased new worry, and the crossing is taking place frequently a little of the accident of blocking the traffic, although built overpass bridge in succession at each main crossing intersection part, but motor vehicle phase mutual interference, motor vehicle and bicycle mix row and still exist, and have solved some problems that can have other after the subject matter again, as: 1, the overpass bridge little to some floor spaces, the craspedodrome that can only guarantee trunk line is not obstructed, the craspedodrome of other direction, turning then crosses, and promptly influences road speed, and the collision accident takes place again easily.2, to some overpass bridges of avoiding crossing mutually, general area occupied is huge, and all directions traffic route is irregular, and the driver is difficult to distinguish the route that should go direction.Though perhaps area occupied is little, level is a lot of and the too high inevitable access bridge of bridge floor is long, and unsettled construction difficulty is big and cost is high.
The purpose of this invention is to provide a kind of one-way gallop bridge, the UNICOM of itself and peripheral direction carriage way is rule but also do not cross mutually not only, and motor vehicle and bicycle are isolated and travelled, and can effectively ensure the smooth and easy without hindrance of driving.
Summary of the invention
For achieving the above object, the present invention takes following design scheme: this one-way gallop bridge, the road that leads to four direction by center bridge circuit and UNICOM of institute is formed, each to road be provided with according to the order of sequence respectively that direct motion is turned right, keeps straight on, turned left, the revolution and the revolution of driving in the wrong direction, eight divided lanes of keeping straight on, turn left, turn right, wherein:
A, each retrograde left and right changing trains or buses to the left and right left and right neighborwise road of changing trains or buses to lead to respectively of the direct motion at road junction;
B, each leads to the retrograde direct lane of opposite direction to the direct motion direct lane at road junction;
C, each to the direct motion at road junction revolution directly revolution lead to the retrograde revolution track of this road;
D, suitable, the contrary track that will cross independently separately form four joints;
Above-mentioned each cross laterally each track forward to the direct motion left turn lane of road, the mutual offset of changing trains or buses about each;
The joint in direct motion and each track of driving in the wrong direction staggers up and down respectively in the graded crossing mode.
The invention will be further described below in conjunction with drawings and Examples.
Description of drawings
Fig. 1 is a track of the present invention distribution schematic diagram
Fig. 2 is the embodiment of the invention 1 structural representation
Fig. 3 is the embodiment of the invention 2 structural representations
Fig. 4 is the embodiment of the invention 3 structural representations
Fig. 5 is the embodiment of the invention 4 structural representations
Fig. 6 is the embodiment of the invention 5 structural representations
The specific embodiment
As shown in Figure 1, solid line is represented direct lane, chain-dotted line is represented left turn lane (arrow is oppositely then represented the right-turn lane of another embodiment), the dotted line representative is turned right (arrow is oppositely then represented the left turn lane of above-mentioned another embodiment) and the revolution track, the mutual joint in each track of expression in the circular lines, each changes trains or buses to cross forward laterally each track, each left and right mutual offset of changing trains or buses to the direct motion left side (right side) of road; The joint in direct motion and each track of driving in the wrong direction staggers up and down respectively in the graded crossing mode, can realize without hindrance current.
Embodiment 1
Fig. 2 is a specific embodiment structural representation, the present invention is by center transit bridge zone and lead to road A all around, B, C, D forms, each to road by being defined as the direct motion (A1 that turns right from right to left successively, B1, C1, D1), (A2 keeps straight on, B2, C2, D2), (A3 turns left, B3, C3, D3), revolution (A4, B4, C4, D4) reach revolution (A ' 4 of driving in the wrong direction, B ' 4, C ' 4, D ' 4), craspedodrome (C ' 2, D ' 2, A ' 2, B ' 2), left-hand rotation (B ' 3, C ' 3, D ' 3, A ' 3), right-hand rotation (D ' 1, A ' 1, B ' 1, C ' 1) eight tracks, with the A track is example, direct motion right-hand rotation A1 directly turns right and leads to the retrograde right-hand rotation A ' 1 of right neighboring trace, retrograde direct lane A ' 2 UNICOMs in direct motion direct lane A2 and opposite direction track, retrograde left-hand rotation A ' 3 UNICOMs of direct motion left-hand rotation A3 and left neighborwise road, directly turn around the away retrograde revolution A ' 4 in this track of direct motion revolution track A4, other road also is same rule.For each is not crossed mutually to craspedodrome and left turn lane of road, need in central area design transition bridge section, both each to keep straight on and left turn lane elder generation upward slope road and bridge descending again pass horizontal track bridge circuit after, sensible destination separately makes a circulation not cross mutually and realize interting.
Embodiment 2:
Principle is the same, as shown in Figure 3, each to the track be defined as successively oppositely from left to right that direct motion is turned left, keeps straight on, turned right, the revolution and the revolution of driving in the wrong direction, eight divided lanes of keeping straight on, turn right, turn left.
Embodiment 3:
Principle is with embodiment 3, and difference is: each is worn to go up a slope under craspedodrome and left turn lane elder generation again and passes horizontal track bridge circuit, as shown in Figure 4.
Embodiment 4,5:
With reference to Fig. 5, shown in Figure 6, be the moulding of two kinds of different structure forms of overpass bridge, the former is a unidirectional bridge construction of avoiding joint, and the latter isolates by overhead form and nonmotorized vehicle lane, and realization interts and does not cross mutually.
Consider when vehicle moves ahead, by two-way and to a Louis bump against, the obstruction accident, do not have this phenomenon generation and be divided into two-way by one the tunnel, so each can be united two into one to the parallel highway section of craspedodrome of the ground at road junction and left-hand rotation leading portion zone, passing adjacent bridge following time is divided into two the tunnel again and leads to the destination, each road junction can be kept to Qi Tiaolu with former eight like this, and bridge circuit also can be single line, the area that can more minimizing overpass bridges takies.
The technical solution of the present invention one is considered the current of motor vehicle, its two consideration bicycle and pedestrian's key element, then all the people present master's bridge and guiding bridge circuit can be erected, form the viaduct of main bridge and guiding bridge construction, or with bicycle and pavement be made as underground form all can realize motor vehicle and bicycle mutually fully isolation can pass through the crossing simultaneously again.
The overpass bridge of technical solution of the present invention design, the tactical rule compactness, well arranged also few, be beneficial to construction, take up room and land area few, be suitable for the circumstances construction of multiple crossing, and concerning comrade driver,, need not go one by one direction because each is consistent to the road travel rule, as long as remember primitive rule, its maximum advantage is that also this bridge is avoided crossing of various vehicles and realized using Correct Lane of vehicle in the mode of interspersed jump mutually, does not disturb mutually, reduced the hidden danger that traffic jam, accident take place, for modernized city life has been accelerated paces.

Claims (2)

1. one-way gallop bridge, the road that leads to four direction by center bridge circuit and UNICOM of institute is formed, it is characterized in that: each to road be provided with according to the order of sequence respectively that direct motion is turned right, keeps straight on, turned left, the revolution and the revolution of driving in the wrong direction, eight divided lanes of keeping straight on, turn left, turn right, wherein:
A, each retrograde left and right changing trains or buses to the left and right left and right neighborwise road of changing trains or buses to lead to respectively of the direct motion at road junction;
B, each leads to the retrograde direct lane of opposite direction road to the direct motion direct lane at road junction;
C, each to the direct motion at road junction revolution directly revolution lead to the retrograde revolution track of this road;
D, suitable, the contrary track that will cross independently separately form four joints;
Above-mentioned each cross each horizontal track forward to the direct motion left turn lane of road, each left and right mutual offset of changing trains or buses;
The joint in direct motion and each track of driving in the wrong direction staggers up and down respectively in the graded crossing mode.
2. one-way gallop bridge according to claim 1 is characterized in that: the parallel highway section in the direct motion craspedodrome of described each road and the zone of left turn lane before passing horizontal bridge unites two into one.
CNB001091468A 2000-06-12 2000-06-12 One-way gallop bridge Expired - Fee Related CN100383340C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB001091468A CN100383340C (en) 2000-06-12 2000-06-12 One-way gallop bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB001091468A CN100383340C (en) 2000-06-12 2000-06-12 One-way gallop bridge

Publications (2)

Publication Number Publication Date
CN1328189A CN1328189A (en) 2001-12-26
CN100383340C true CN100383340C (en) 2008-04-23

Family

ID=4579455

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB001091468A Expired - Fee Related CN100383340C (en) 2000-06-12 2000-06-12 One-way gallop bridge

Country Status (1)

Country Link
CN (1) CN100383340C (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005106125A1 (en) * 2004-04-28 2005-11-10 Guoliang Dong A whole stereo city road system and a traffic method adopting the system
CN101333797B (en) * 2008-07-23 2010-06-23 张家时 12-direction overpass
CN101967784A (en) * 2009-10-29 2011-02-09 廖大中 Combined structure of four L-shaped tunnels turning in same direction
CN102094373A (en) * 2010-10-18 2011-06-15 李旭 Series all-through overpass
CN102061650A (en) * 2010-12-16 2011-05-18 洪朝彬 Weaving type annular-island overpass
CN102797207A (en) * 2012-09-03 2012-11-28 何晓艳 Urban two-layer interchange overpass formed by crossing one-way traffic and one-way traffic
CN103643606A (en) * 2013-10-21 2014-03-19 丁可佳 Separated type intersecting inner ring all-pass interchange system
CN105369705A (en) * 2015-11-27 2016-03-02 于明禧 Interchange
CN105862530A (en) * 2016-04-13 2016-08-17 管中林 Cross road single-deck overpass
CN106284008A (en) * 2016-08-18 2017-01-04 管中林 A kind of city cross road smooth micro-overpass
CN106245480A (en) * 2016-09-26 2016-12-21 冯阳 Back Word viaduct

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4630961A (en) * 1982-06-30 1986-12-23 Horst Hellwig Traffic intersection
CN1076748A (en) * 1992-08-22 1993-09-29 林兆兴 Separated #-shape gallop bridge
CN1123859A (en) * 1995-09-29 1996-06-05 李祥裕 Crossroad bridge
CN1164597A (en) * 1997-05-24 1997-11-12 渠涛 Interchange road
CN1201853A (en) * 1997-12-09 1998-12-16 李学思 Overhead crossing bridge series
CN1207434A (en) * 1998-09-08 1999-02-10 李国维 Four-way tridirectional flyover
CN1215112A (en) * 1997-10-21 1999-04-28 李剑群 Different direction.way all-orientation interchange method for cross road intersetion

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4630961A (en) * 1982-06-30 1986-12-23 Horst Hellwig Traffic intersection
CN1076748A (en) * 1992-08-22 1993-09-29 林兆兴 Separated #-shape gallop bridge
CN1123859A (en) * 1995-09-29 1996-06-05 李祥裕 Crossroad bridge
CN1164597A (en) * 1997-05-24 1997-11-12 渠涛 Interchange road
CN1215112A (en) * 1997-10-21 1999-04-28 李剑群 Different direction.way all-orientation interchange method for cross road intersetion
CN1201853A (en) * 1997-12-09 1998-12-16 李学思 Overhead crossing bridge series
CN1207434A (en) * 1998-09-08 1999-02-10 李国维 Four-way tridirectional flyover

Also Published As

Publication number Publication date
CN1328189A (en) 2001-12-26

Similar Documents

Publication Publication Date Title
CN100383340C (en) One-way gallop bridge
CN204530358U (en) Track, crossroad is without intersection current traffic system continuously
CN102277806A (en) Shift-type interchange for all-time omnidirectional traffic at intersection of roads
CN110158510A (en) A kind of pedestrains safety crossing facilities and control method
CN201933378U (en) Urban road junction road structure and traffic route thereof
CN201525995U (en) Cloverleaf intersection scheme for urban intersections
CN106958173A (en) Urban road is designed without traffic lights
CN101008171A (en) Obstacle-free crossover for city road crossing
CN105672074A (en) Urban road crossroad diversion system
CN108978384A (en) A kind of ground straight trip viaduct
CN203569402U (en) Conflict-free three-dimensional combined bridge
CN101177927A (en) Rapid passing road system
CN102747661A (en) Structure of torsional-type flyover based on urban road and use thereof
CN104762856A (en) Rapid stereo interchange channel free of traffic light for world urban transportation
CN101487214A (en) Humanized multifunctional intersection for urban crossroad
CN1111623C (en) Solid, ground, belt mutual crossroad runway
CN1661162A (en) Orientated type assembled road and bridge at crossroad of pavement
CN102041758A (en) Left-turn flyover
CN104389251A (en) Combined interchange road system of city bridge
CN204626182U (en) World Urban Traffic is without traffic lights quick stereo cross aisle
CN103541285A (en) Conflict-free stereoscopic composite bridge
CN101792994A (en) Multifunctional tunnel grade separation hub bridge
CN201648900U (en) Multifunctional tunnel interchange hinge bridge
CN203160082U (en) Intersection bridge
CN202194042U (en) Traffic junction utilizing lane changing way

Legal Events

Date Code Title Description
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
PB01 Publication
C06 Publication
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080423

Termination date: 20170612

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