CN1328189A - One-way gallop bridge - Google Patents
One-way gallop bridge Download PDFInfo
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- CN1328189A CN1328189A CN 00109146 CN00109146A CN1328189A CN 1328189 A CN1328189 A CN 1328189A CN 00109146 CN00109146 CN 00109146 CN 00109146 A CN00109146 A CN 00109146A CN 1328189 A CN1328189 A CN 1328189A
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Abstract
A one-way gallop bridge is composed of central bridge way and peripheral radial ways. Each peripheral radial way is sequentially divided into 2 groups of 4 lanes. The running direction of one group is different from that of another group. The "turn left" lane and the "turn right" lane are staggared on same level. The lanes in different running directions are staggered on different levels. Its advantage is no traffic jam.
Description
The invention belongs to the highway bridge design field, relate in particular to a kind of one-way gallop bridge.
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.
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 of road car;
B, each leads to the retrograde direct lane of opposite direction to the direct motion craspedodrome left turn 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 change trains or buses to cross forward laterally each track to the direct motion left side (right side) 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.
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
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.
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, a kind of 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 of road car;
B, each leads to the retrograde direct lane of opposite direction to the direct motion craspedodrome left turn 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 change 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.
2, one-way gallop bridge according to claim 1 is characterized in that: the parallel highway section, zone that the direct motion of described each road is kept straight on, change before passing horizontal bridge on a left side (right side) unites two into one.
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 |
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CN1328189A true CN1328189A (en) | 2001-12-26 |
CN100383340C CN100383340C (en) | 2008-04-23 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CNB001091468A Expired - Fee Related CN100383340C (en) | 2000-06-12 | 2000-06-12 | One-way gallop bridge |
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CN (1) | CN100383340C (en) |
Cited By (12)
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 |
CN101949121A (en) * | 2009-10-29 | 2011-01-19 | 廖大中 | Annular overpass with four connected ring inner edge slope bridges |
CN102061650A (en) * | 2010-12-16 | 2011-05-18 | 洪朝彬 | Weaving type annular-island overpass |
CN102094373A (en) * | 2010-10-18 | 2011-06-15 | 李旭 | Series all-through 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 |
CN106245480A (en) * | 2016-09-26 | 2016-12-21 | 冯阳 | Back Word viaduct |
CN106284008A (en) * | 2016-08-18 | 2017-01-04 | 管中林 | A kind of city cross road smooth micro-overpass |
CN106758619A (en) * | 2016-12-09 | 2017-05-31 | 山西省交通科学研究院 | Split type intercommunication high speed overpass structure |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3224429A1 (en) * | 1982-06-30 | 1984-01-12 | Horst 6338 Hüttenberg Hellwig | PLAN-FREE NODE POINTS |
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 |
CN1149318C (en) * | 1997-05-24 | 2004-05-12 | 渠涛 | Interchange road |
CN1215112A (en) * | 1997-10-21 | 1999-04-28 | 李剑群 | All-directional/each-lane interchange method for crossroad |
CN1089390C (en) * | 1997-12-09 | 2002-08-21 | 李学思 | Overhead crossing bridge series |
CN1111625C (en) * | 1998-09-08 | 2003-06-18 | 李国维 | Four-way tridirectional flyover |
-
2000
- 2000-06-12 CN CNB001091468A patent/CN100383340C/en not_active Expired - Fee Related
Cited By (14)
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 |
CN101949121A (en) * | 2009-10-29 | 2011-01-19 | 廖大中 | Annular overpass with four connected ring inner edge slope bridges |
CN101949119A (en) * | 2009-10-29 | 2011-01-19 | 廖大中 | Rotary traffic tunnel with four link-ring inner-edge slope tunnels |
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 |
CN106758619A (en) * | 2016-12-09 | 2017-05-31 | 山西省交通科学研究院 | Split type intercommunication high speed overpass structure |
Also Published As
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