CN1869336A - Road crossing - Google Patents
Road crossing Download PDFInfo
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- CN1869336A CN1869336A CN 200510071096 CN200510071096A CN1869336A CN 1869336 A CN1869336 A CN 1869336A CN 200510071096 CN200510071096 CN 200510071096 CN 200510071096 A CN200510071096 A CN 200510071096A CN 1869336 A CN1869336 A CN 1869336A
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- bridge
- passage
- road crossing
- walkway
- road
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Abstract
The invention relates to a ring crossing bridge that includes main bridge and walkway. The main bridge includes 12 arc walkways, and the walkway has four same direct movement dome bridge. The invention integrates the vehicle walkway and left turn and right turn walkway to the same bridge and drastically solves the man and vehicle separating problem. It has high passing efficiency.
Description
Technical field:
The present invention relates to road infall bridge.It specifically is a kind of road crossing
Background technology:
Bridge generally has level bridge at all times, arch bridge, and overpass bridge, and mostly be the mixed row of people's car, traffic efficiency is low; The light people of bridge loaded vehicle who has, pedestrian must climb up and bore down, or the walking of detouring, and suffer untold misery; The bridge that has is heavily kept straight on and is gently turned, and various current intersections turn to problem, all place bridge to handle outward, causes ground dough figurine car to mix, and current difficulty increases; The bridge construction that also has is huge, and passage and outlet are complicated, not only take up an area of too much, and run wrong road easily.
Summary of the invention:
The purpose of this invention is to provide a kind of modern design, the 26S Proteasome Structure and Function uniqueness, people's car separates fully.Not only unobstructed but also safe new bridge.For a change the crossing block up and the pedestrian climbs overline bridge, make one's way into the tunnel too much, forbid that the vehicle too much phenomenon of turning left creates favorable conditions.
Concrete technical scheme is: this road crossing; Constitute by main bridge and passage bridge two parts; Described main bridge refers to by 12 different directions arc row of channels, and height is straggly, intersects in length and breadth, and shuttle is worn the annular bridge that braiding constitutes;
Described passage bridge refers to be four domatic bridges of identical craspedodrome of one with main bridge linking;
Described people's car separates fully, refer to that pedestrian's (comprising bicycle) ground under bridge is current, and motor vehicle travels on bridge, and is separately noiseless mutually up and down;
The unique distinction of this road crossing is: the craspedodrome passage and the left and right sides turning channel of each different directions vehicle all combine in a bridge, and the contradiction that various current intersections turn to all places to handle in the bridge to be dissolved, and thoroughly solves people's car separation problem from integral body; Great advantage is to accomplish that people-oriented, attaches most importance to car, develops simultaneously on the bridge under the bridge, and unobstructed and safety makes the best of both worlds the traffic efficiency height.The pedestrian is at ground running, and road is smooth, extends in all direction, and need not climb up and bore down, and time saving and energy saving, vehicle travels on bridge, respectively goes into Qi Dao, takes advantage of a situation to advance, and need not worry to run wrong road, shuttles back and forth up and down; Powerful and unconstrained style, unblocked.
Description of drawings:
Fig. 1 is main bridge vertical view
Fig. 2 is a passage bridge vertical view
Fig. 3 is the a-a sectional view of Fig. 1
Fig. 4 is this bridge pier location alignment view (also being the pedestrian way line chart)
The specific embodiment:
Referring to Fig. 1-Fig. 4
It is one that this road crossing is connected with four identical passage bridges by main bridge;
12 arc row of channels of main bridge, height is straggly, and intersection and shuttle are worn braiding looping bridge in length and breadth;
A1.A2.A3.A4 is respectively four craspedodrome passages of different directions among Fig. 1; B1.B2.B3.
B4 is respectively four left-hand bend passages of different directions; And take advantage of a situation respectively and A2.A3.A4A1 merges into one; C1.C2.C3.C4 is respectively four right-hand bend passages of different directions.
Fig. 2, passage bridge upper end is connected with main bridge, and the lower end is communicated with highway, and the passage bridge is made up of up bridge and downward bridge, wherein up bridge is separated into A again, B, three passages of C are respectively the left side of keeping straight on, the right-hand bend passage, D, E are that down going channel (divide afterwards earlier and close, be convenient to bus and pull in) F1.F2 is two reserved passageway holes (pedestrian is led to the bus-stop under the bridge).
Fig. 3, the passage of this bridge be by upslope face road, the domatic road of plane road and declivity, and three kinds of highway sections are formed; A1 downslope highway section, cross from A2 plane road below and cross (and the like), H1 is two highway section infall, drop height up and down, be the specified altitude that vehicle safety passes through, H2 is right-hand bend channel plane highway section, and the height between the pedestrian road surface (generally being not less than 3 meters is advisable) under the bridge.
Between each passage of this road crossing, all establish isolated column, be separated from each other, take their own roads.
Fig. 4, T are this bridge bridge piers, are the garden column, and main bridge pier location is arranged in the concentric circles that diameter does not wait, and vacant lot makes up annular walkway between circle and circle; K is the well-regulated isolation strip that connects into varying length between the part bridge pier, isolation strip (greenbelt) i.e., is joined together with the circular passage between circle and the circle in vacant lot, two ends, isolation strip again, makes up the radiation walkway, leads to from all directions.
This bridge is omited attachment point up and down beautify, greening just can become the crossing human landscape, so claim Landscape Bridge again.
This road crossing also can be implemented in underground according to geographical situation and needs.
Claims (3)
1. a road crossing comprises main bridge and passage bridge two parts, it is characterized in that described main bridge is straggly by 12 arc row of channels height, and intersection and shuttle are worn the annular bridge that braiding constitutes in length and breadth; The passage bridge is to be connected with main bridge to be the domatic bridge of craspedodrome of one.
2. road crossing according to claim 1, its unique distinction is: the vehicle craspedodrome passage and the left and right sides turning channel of each different directions all combine in a bridge, various current intersection contradictions all place to handle in the bridge to be dissolved, and thoroughly solves the problem that people's car separates from integral body;
3. the described road crossing of claim 1 can also be implemented in underground according to geographical situation and needs.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200510071096 CN1869336A (en) | 2005-05-25 | 2005-05-25 | Road crossing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200510071096 CN1869336A (en) | 2005-05-25 | 2005-05-25 | Road crossing |
Publications (1)
Publication Number | Publication Date |
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CN1869336A true CN1869336A (en) | 2006-11-29 |
Family
ID=37443106
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200510071096 Pending CN1869336A (en) | 2005-05-25 | 2005-05-25 | Road crossing |
Country Status (1)
Country | Link |
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CN (1) | CN1869336A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949119A (en) * | 2009-10-29 | 2011-01-19 | 廖大中 | Rotary traffic tunnel with four link-ring inner-edge slope tunnels |
CN101736663B (en) * | 2009-12-11 | 2011-05-18 | 电子科技大学 | Traffic diverging system for roundabout |
CN102286906A (en) * | 2011-07-13 | 2011-12-21 | 深圳大学 | Non-interweaved ring flyover |
CN101636538B (en) * | 2007-02-22 | 2012-09-26 | 科帕尼·拜尔凯什 | Traffic distribution structure for facilitating the prevention of traffic congestion on roads joining highway junctions |
CN104294722A (en) * | 2014-09-23 | 2015-01-21 | 吴小平 | Design scheme of round double-ring plane cross road intersection |
CN104328721A (en) * | 2014-09-23 | 2015-02-04 | 吴小平 | Design plan of quadrangle double ring plane cross-shaped intersection |
CN105862530A (en) * | 2016-04-13 | 2016-08-17 | 管中林 | Cross road single-deck overpass |
-
2005
- 2005-05-25 CN CN 200510071096 patent/CN1869336A/en active Pending
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101636538B (en) * | 2007-02-22 | 2012-09-26 | 科帕尼·拜尔凯什 | Traffic distribution structure for facilitating the prevention of traffic congestion on roads joining highway junctions |
CN101949119A (en) * | 2009-10-29 | 2011-01-19 | 廖大中 | Rotary traffic tunnel with four link-ring inner-edge slope tunnels |
CN101949121A (en) * | 2009-10-29 | 2011-01-19 | 廖大中 | Annular overpass with four connected ring inner edge slope bridges |
CN101736663B (en) * | 2009-12-11 | 2011-05-18 | 电子科技大学 | Traffic diverging system for roundabout |
CN102286906A (en) * | 2011-07-13 | 2011-12-21 | 深圳大学 | Non-interweaved ring flyover |
CN102286906B (en) * | 2011-07-13 | 2013-06-12 | 深圳大学 | Non-interweaved ring flyover |
CN104294722A (en) * | 2014-09-23 | 2015-01-21 | 吴小平 | Design scheme of round double-ring plane cross road intersection |
CN104328721A (en) * | 2014-09-23 | 2015-02-04 | 吴小平 | Design plan of quadrangle double ring plane cross-shaped intersection |
CN105862530A (en) * | 2016-04-13 | 2016-08-17 | 管中林 | Cross road single-deck overpass |
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Legal Events
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C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C53 | Correction of patent for invention or patent application | ||
CB02 | Change of applicant information |
Address after: 100842, 53, Fuxing Road, Beijing, building 22, No. 2, gate 4, Haidian District Applicant after: Jia Lianhai Address before: 100842, 7, 54, 1, 22, Fuxing Road, Beijing, Haidian District Applicant before: Jia Lianhai |
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C12 | Rejection of a patent application after its publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20061129 |