CN1339633A - Medium speed direct turning type overpass - Google Patents
Medium speed direct turning type overpass Download PDFInfo
- Publication number
- CN1339633A CN1339633A CN 01133300 CN01133300A CN1339633A CN 1339633 A CN1339633 A CN 1339633A CN 01133300 CN01133300 CN 01133300 CN 01133300 A CN01133300 A CN 01133300A CN 1339633 A CN1339633 A CN 1339633A
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- CN
- China
- Prior art keywords
- main
- bridge
- hand rotation
- grade separation
- line
- 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.)
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- Road Paving Structures (AREA)
- Traffic Control Systems (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
The overpass suitable for facilitating city traffic in cross road makes left turning vehicle capable of turning directly. The technological scheme is that the right main lanes in four different directions are raised to required height higher than that of left main lanes before entering to the overpass so as to provide the turning space for turning left and direct turning left.
Description
One, technical field
The present invention relates to a kind of highway cross-over bridge, particularly city, city cross overpass bridge.
Two, background technology
Existing overpass bridge generally adopts cloverleaf formula, directional type, winding type, go in ring and rhombus etc., and it is far away and numerous and diverse that its common issue with is that left turning vehicle detours, and it is big that turning vehicle disturbs main line, and vehicle operating has some setbacks, and safety is not high, take up an area of big, the cost height; The 16th the 40th phase of volume of Chinese invention patent communique discloses a kind of high-speed directly-steering overpass bridge (publication number CN1268602A), it is toward the intersection system central area from four jiaos of start positions of overpass bridge, article two, between the main stem in opposite directions and with it be separated into certain distance gradually between two main in opposite directions bridges of high-order grade separation, make every left-hand rotation bridge behind the broad warp grade separation, realize with left in the same way the level and smooth incision of main line converge, finish direct left steering, thereby it is not smooth to have solved the ubiquitous circuit of existing overpass bridge, left steering detour road line length, the unsafe problem of high speed traveling, but this invention only is applicable to greatly that because of taking up an area of limited on less speedway and suburbs and the belt expressway, city by the place uses, to then can not adopt by the crowded cross traffic main artery of bustling vehicle, the big city of place restriction, do not find effective way so far yet to cushioning the crowded situation of these local traffics.
Three, summary of the invention
The purpose of this invention is to provide a kind of take up an area of little, directly turn to, safe and efficient, vehicle flowrate is big, the ability of dredging is strong, be applicable to the direct steering overpass of middling speed that the bustling cross road in congested in traffic city is built, with the cancellation traffic lights, each is unimpeded quick to driving to make cross traffic main artery, bustling location, city, to change city bustling cross road traffic jam situation.
For reaching above purpose, technical solution of the present invention is: the direct steering overpass of this middling speed is made up of double-layer structure, the main right lateral line of four direction was all brought up to the height that grade separation requires respectively before entering overpass bridge central authorities cross grade separation, form parallel high low head with main left lateral line, turn to the space for main right lateral line left steering provides.When four direction master right lateral line is brought up to the grade separation height, successively tell left-hand rotation bridge and right-hand rotation line, left-hand rotation bridge elder generation and the high-order grade separation of its left lateral line with left master right lateral line low level grade separation, forward cut from left master left lateral line and finish direct left steering behind the broad warp descending; The right-hand rotation line of telling on the right main stem is forward cut from right-hand main bridge after flatting turn, and the right-hand rotation line that You Zhuqiao tells is forward cut from right-hand main stem behind the broad warp descending, thereby finishes right turn.
Adopt the direct steering overpass of middling speed of above technical scheme, not only driving is quick, smooth, safety, and because the main stem craspedodrome, the left steering of four direction all is to have created to turn to the space outside the grade separation center, the mode on edge, Shen becomes staggered up and down mode to the left and right cleverly, make Turning Roadways shorter, dwindle the bridge construction floor space greatly, reduced the overpass bridge cost, bustling cross traffic main artery, city is adopted, thereby the cancellation traffic lights improve the situation that urban traffic blocks greatly.
Four, description of drawings
Five, the specific embodiment
Medium speed direct turning type overpass shown in Figure 1 is double-layer structure, main stem SrNl, NrSl and main bridge ErWl, WrEl are in central cross grade separation, four direction master right lateral line was all brought up to respectively the height 5500mm of grade separation requirement before entering central cross grade separation, form the parallel height drop with main left lateral line, at this moment four left-hand rotation bridge Sr1El
1、Nr
1Wl
1、Er
1Nl
1And Wr1Sl
1Earlier with the high-order grade separation of its left lateral line, behind the broad warp descending again with the right main line low level grade separation of left, forward cut from left master left lateral line again, meet at respectively El1、Wl
1、Nl
1And Sl1Point, thus direct left steering finished; The right-hand rotation line Sr that tells from right main stem2Wl
2、Nr
2El
2Forward cut from main bridge respectively after a 2500mm high position is flatted turn through broad warp and to meet at Wl2And El2Point is finished direct right turn, and the right-hand rotation line Er that tells from right main bridge2Sl
2、Wr
2Nl
2Then behind the broad warp descending, forward cut from main stem and meet at Sl2And Nl2Point is finished direct right turn.
Claims (1)
1. the direct steering overpass of middling speed is made up of main stem, main bridge, left-hand rotation bridge and right-hand rotation line, and main stem and main bridge are two-layer layout in overpass bridge centre cross grade separation; It is characterized in that: the main right lateral line of four direction was all brought up to the height that grade separation requires respectively before entering overpass bridge central authorities cross grade separation, form parallel high low head with main left lateral line, at this moment, four direction master right lateral line is successively told left-hand rotation bridge and right-hand rotation line, the high-order grade separation of the earlier main left lateral line of each bar left-hand rotation bridge with it, behind the broad warp descending,, forward cut from left master left lateral line again and finish direct left steering with left master right lateral line low level grade separation; The right-hand rotation line is then directly forward cut from right-hand main right track behind broad warp and is finished direct right turn.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01133300 CN1339633A (en) | 2001-09-21 | 2001-09-21 | Medium speed direct turning type overpass |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01133300 CN1339633A (en) | 2001-09-21 | 2001-09-21 | Medium speed direct turning type overpass |
Publications (1)
Publication Number | Publication Date |
---|---|
CN1339633A true CN1339633A (en) | 2002-03-13 |
Family
ID=4671687
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 01133300 Pending CN1339633A (en) | 2001-09-21 | 2001-09-21 | Medium speed direct turning type overpass |
Country Status (1)
Country | Link |
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CN (1) | CN1339633A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101956348A (en) * | 2010-11-03 | 2011-01-26 | 陈秀海 | Module type left and right turning overpass |
WO2011140932A1 (en) * | 2010-05-10 | 2011-11-17 | Zou Shicai | Composite bridge or composite tunnel for left-hand traffic comprising four y-shaped units |
CN102268853A (en) * | 2011-06-10 | 2011-12-07 | 邱世军 | Intersection flyover |
WO2012171321A1 (en) * | 2011-06-16 | 2012-12-20 | Bai Yu | Distributed two-layer directed flyover |
CN103339324A (en) * | 2011-07-13 | 2013-10-02 | 廖敢云 | Interchange |
CN104947559A (en) * | 2015-06-25 | 2015-09-30 | 陈红印 | Two-way two-lane intersection rapid passing bridge |
CN108330757A (en) * | 2018-01-15 | 2018-07-27 | 石家庄铁道大学 | Intersection road structure |
-
2001
- 2001-09-21 CN CN 01133300 patent/CN1339633A/en active Pending
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011140932A1 (en) * | 2010-05-10 | 2011-11-17 | Zou Shicai | Composite bridge or composite tunnel for left-hand traffic comprising four y-shaped units |
WO2011140926A1 (en) * | 2010-05-10 | 2011-11-17 | Zou Shicai | Composite bridge or composite tunnel for left-hand traffic comprising two y-shaped units |
CN101956348A (en) * | 2010-11-03 | 2011-01-26 | 陈秀海 | Module type left and right turning overpass |
CN102268853A (en) * | 2011-06-10 | 2011-12-07 | 邱世军 | Intersection flyover |
WO2012171321A1 (en) * | 2011-06-16 | 2012-12-20 | Bai Yu | Distributed two-layer directed flyover |
CN103339324A (en) * | 2011-07-13 | 2013-10-02 | 廖敢云 | Interchange |
CN104947559A (en) * | 2015-06-25 | 2015-09-30 | 陈红印 | Two-way two-lane intersection rapid passing bridge |
CN108330757A (en) * | 2018-01-15 | 2018-07-27 | 石家庄铁道大学 | Intersection road structure |
CN108330757B (en) * | 2018-01-15 | 2020-04-21 | 石家庄铁道大学 | Road structure of intersection |
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PB01 | Publication | ||
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C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |