CN202430606U - Flyover - Google Patents
Flyover Download PDFInfo
- Publication number
- CN202430606U CN202430606U CN201120539073XU CN201120539073U CN202430606U CN 202430606 U CN202430606 U CN 202430606U CN 201120539073X U CN201120539073X U CN 201120539073XU CN 201120539073 U CN201120539073 U CN 201120539073U CN 202430606 U CN202430606 U CN 202430606U
- Authority
- CN
- China
- Prior art keywords
- paths
- road
- flyover
- turntable
- straight
- 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
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a flyover, especially relates to the flyover suitable for crossroads and belongs to the technical field of traffic facilities. The flyover is arranged at a crossing of a longitudinal road and a horizontal road and comprises straight paths, left turning paths and right turning paths, wherein the right turning paths are free from sloped right turning bend along the outer edge of a flyover body; the flyover is characterized in that: the straight paths are upward bulged and extend along an arc-shaped right half circle; the straight paths are gradually lowered after the straight paths stride the right adjacent horizontal road; after the straight paths are lowered to the opposite longitudinal road, the straight paths straightly extend out; four straight paths traverse under bridge arches of the right adjacent straight paths thereof; the four straight paths are alternately encircled, thereby forming a flyover turntable; after entering into the flyover turntable, the left turning paths are turned left and straightly extend toward left side from the left adjacent horizontal road; two pairs of left turning paths are crossed at the center of the flyover turntable; the crossed parts are vertically dislocated; one pair of left turning paths is upward arched at the center of the flyover turntable; the other pair of left turning paths is downward arched at the center of the flyover turntable; and all the left turning paths traverse under the opposite straight paths. The flyover is combined with the turntable principle according to the utility model, the straight paths are changed into arc curve paths and the left turning paths are relatively independent.
Description
Technical field
The utility model relates to a kind of overpass bridge, and particularly a kind of overpass bridge that is applicable to the crossroad belongs to the means of transportation technical field.
Background technology
Current, some overpass bridges, though the structure that has is simple, insufficiency, the traffic capacity is poor; Perhaps telotism, but complex structure often is its function of demanding perfection, and the structure design of traffic custom occurs not meeting, in addition let the people sensuously bridge as walking the labyrinth.
Modal left-hand bend mode is taken part in Taoism from the cycle of right road for the back of passing a bridge, and this structure floor space is big, and because of not meeting the routine custom of turning left to keep to the left, is unfamiliar with the easy generation lane change mistake of road conditions.
The utility model content
The utility model technical issues that need to address provide a kind of overpass bridge, meet fully under the prerequisite of conventional traffic custom to realize keeping straight on left and right turning and tune barrier free accessibility.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: this overpass bridge is arranged on the intersection in vertical road and horizontal road, comprises craspedodrome road, left changing lane and right-hand rotation road; The right-hand rotation road does not have the gradient along the outer rim of pontic and turns right; The craspedodrome road makes progress arch camber also simultaneously along the right half-turn extension of a circular arc, strides across right neighbour and laterally reduces gradually behind the road, extremely directly goes out behind vertical road in opposite directions; Article four, the craspedodrome road respectively passes under the bridge arch in its right adjacent craspedodrome road, interts each other to surround a grade separation rotating disk; Left changing lane gets into back left-hand rotation in the grade separation rotating disk, near the little turning in grade separation center of turntable position, directly goes out left from left adjacent laterally road, and two relative left changing lanes are overlooked and are tangent trend, are a couple; Two relative left changing lanes are overlooked direction equally in the little turning in grade separation rotating disk centre position in addition, are other a couple; Two pairs of youngster's left changing lanes intersect in center of turntable each other, and crossover sites misplaces up and down, and wherein a couple partly upwards arches upward in center of turntable, and a couple is at the downward invert of center of turntable part in addition, and each left changing lane passes from keeping straight on down in opposite directions.
The further improvement of the utility model is:
Every the tune inner curve is opened up in the left changing lane entrance.
In the pontic bottom, form the ring-type rotating disk concentric with the grade separation rotating disk.
Because the technological progress of having adopted technique scheme, the utility model to obtain is:
The utility model broken through existing overpass bridge keep straight on away straight way, turn the customary model of bend, overpass bridge and rotating disk principle are combined, the craspedodrome road is designed to the hook bend, enlarged the road space that crosses; Article four, the hook bend in craspedodrome road surrounds the grade separation rotating disk, and the crossing center space is vacated, and has realized that left changing lane distributes in optimal spatial; Make left changing lane relatively independent, and be arranged on grade separation rotating disk central authorities, make space performance maximum effect.
The three-dimensional hook arch bridge structure in craspedodrome road plays the effect that prolongs arch bridge length, grading, reduction pontic height.
Article four, the craspedodrome road interts each other, surrounds a grade separation rotating disk, and turnover independently of one another has avoided crisscross traffic and import and export to block up, and it is in good order to have realized coming in and going out.
Description of drawings
Fig. 1 is a kind of vertical view of overpass bridge.
Wherein: 1, left changing lane, 2, the craspedodrome road, 3, the right-hand rotation road, 4, the tune inner curve.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is explained further details:
Shown in Figure 1, this novel overpass bridge is arranged on the vertical road and the horizontal intersection in road, comprises craspedodrome road 2, left changing lane 1 and right-hand rotation road 3.Right-hand rotation road 3 does not have the gradient along the outer rim of pontic and turns right; Craspedodrome road 2 upwards arch camber strides across right neighbour and laterally reduces gradually behind the road also simultaneously along the right half-turn extension of a circular arc, extremely vertically directly goes out behind the road in opposite directions, and four craspedodrome roads 2 respectively pass under the bridge arch in its right adjacent craspedodrome road, intert each other to surround a grade separation rotating disk; Left changing lane 1 is turning left near grade separation rotating disk centre position small radius 90 degree, and two relative left changing lanes are overlooked and are tangent trend, are a couple; Two relative left changing lanes 1 are overlooked direction equally near the 90 degree left-hand bends of grade separation rotating disk centre position small radius in addition, are that other is a pair of; The two pairs of youngster's left changing lanes 1 intersect in center of turntable each other, and crossover sites misplaces up and down, and wherein a couple partly upwards arches upward in center of turntable, and a couple is at center of turntable part invert downwards in addition, and each left changing lane passes from keeping straight on down in opposite directions.
Every tune inner curve 4 is opened up in left changing lane 1 entrance.
The utility model has been realized craspedodrome, and left and right turning and tune barrier free accessibility are whole as a gaily decorated basket, and compact conformation is handsome in appearance.
With the lower part, form one in the overpass bridge ground line, supply bicycle and walk with the overpass bridge concentric, with the ring-type rotating disk of diameter; Middle body can be built parking lot or flower bed.
The advantage of overpass bridge and rotating disk is combined, the road space that crosses is provided, realized that left changing lane distributes in optimal spatial.
Every craspedodrome road 2 is vertically arch cambers but also become three-dimensional hook arch bridge along the rotation of camber line dextrad not only, and the three-dimensional hook arch bridge in four craspedodrome roads 2 pass-out under the bridge arch in adjacent craspedodrome road, the right side surrounds a grade separation rotating disk jointly.
The overpass bridge of left changing lane 1 is relatively independent, is arranged on grade separation rotating disk central authorities, effectively utilizes the space.
Broken through existing overpass bridge keep straight on away straight way, turn the customary model of bend, overpass bridge and rotating disk principle are combined, the craspedodrome road is designed to the hook bend, enlarged the road space that crosses; Article four, the hook bend in craspedodrome road 2 surrounds the grade separation rotating disk, and the crossing center space is vacated, and has realized that left changing lane 1 distributes in optimal spatial.
The three-dimensional hook arch bridge structure in craspedodrome road 2 plays the effect that prolongs arch bridge length, grading, reduction pontic height.
Article four, craspedodrome road 2 interts each other, surrounds a grade separation rotating disk, and for left changing lane 1 provides optimal spatial, turnover independently of one another has avoided crisscross traffic and import and export to block up, and it is in good order to have realized coming in and going out.
Left changing lane 1 is relatively independent, is arranged on grade separation rotating disk central authorities, makes space performance maximum effect.
The principle that this novel overpass bridge meets the overpass bridge allocation of space, uses Correct Lane; The advantage of overpass bridge and rotating disk is combined, solved the design challenges of left changing lane 1, make the overpass bridge design more reasonable, function is more complete.
This novel overpass bridge has not only been realized barrier free accessibility fully, and has realized uninterrupted continuous passing through, in case form network, will significantly improve the current rate in city, effectively avoids vehicle to block up, and alleviates traffic pressure.
Be applicable to that the crossroad builds, especially with compact conformation, handsome in appearance, and with the place, currently require changeablely, build at bustling crossing, suitable city.
Claims (3)
1. overpass bridge is arranged on the vertical road and the horizontal intersection in road, comprises craspedodrome road, left changing lane and right-hand rotation road; The right-hand rotation road does not have the gradient along the outer rim of pontic and turns right; It is characterized in that: the craspedodrome road makes progress arch camber also simultaneously along the right half-turn extension of a circular arc, strides across right neighbour and laterally reduces gradually behind the road, extremely directly goes out behind vertical road in opposite directions; Article four, the craspedodrome road respectively passes under the bridge arch in its right adjacent craspedodrome road, interts each other to surround a grade separation rotating disk; Left changing lane gets into back left-hand rotation in the grade separation rotating disk, is turning left near grade separation center of turntable position, and adjacent laterally road directly goes out left from a left side, and two relative left changing lanes are overlooked and are tangent trend to be a pair of left changing lane; In addition two relative left changing lanes are overlooked direction and are turned left in grade separation rotating disk centre position equally, for another to left changing lane; Two pairs of left changing lanes intersect in center of turntable each other, and crossover sites misplaces up and down, wherein a pair ofly partly upwards arch upward in center of turntable, and another is at center of turntable part invert downwards, and each left changing lane passes from keeping straight on down in opposite directions.
2. a kind of overpass bridge according to claim 1 is characterized in that: the tune bend is opened up in every left changing lane entrance.
3. a kind of overpass bridge according to claim 1 is characterized in that: in the pontic bottom, form the ring-type rotating disk concentric with the grade separation rotating disk.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120539073XU CN202430606U (en) | 2011-12-21 | 2011-12-21 | Flyover |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201120539073XU CN202430606U (en) | 2011-12-21 | 2011-12-21 | Flyover |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202430606U true CN202430606U (en) | 2012-09-12 |
Family
ID=46780067
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201120539073XU Expired - Fee Related CN202430606U (en) | 2011-12-21 | 2011-12-21 | Flyover |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202430606U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104727198A (en) * | 2015-03-27 | 2015-06-24 | 杜洪发 | Urban expressway |
CN105862530A (en) * | 2016-04-13 | 2016-08-17 | 管中林 | Cross road single-deck overpass |
CN114214881A (en) * | 2021-12-22 | 2022-03-22 | 重庆中航建设(集团)有限公司 | Optimized road structure for four-lane intersection |
-
2011
- 2011-12-21 CN CN201120539073XU patent/CN202430606U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104727198A (en) * | 2015-03-27 | 2015-06-24 | 杜洪发 | Urban expressway |
CN105862530A (en) * | 2016-04-13 | 2016-08-17 | 管中林 | Cross road single-deck overpass |
CN114214881A (en) * | 2021-12-22 | 2022-03-22 | 重庆中航建设(集团)有限公司 | Optimized road structure for four-lane intersection |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202430606U (en) | Flyover | |
CN202577082U (en) | Double cross full intercommunication overpass | |
CN106567301A (en) | Crossroad left-turning overpass | |
CN103572677B (en) | Left-turn-free flyover | |
CN103821057A (en) | Cross interchange structure | |
CN101792994A (en) | Multifunctional tunnel grade separation hub bridge | |
CN103161107A (en) | Road intersection bridge | |
WO2012171321A1 (en) | Distributed two-layer directed flyover | |
CN202039261U (en) | Combined bridge of two right-turning and straight-going Y-shaped bifurcation bridges | |
CN102041758A (en) | Left-turn flyover | |
CN102061650A (en) | Weaving type annular-island overpass | |
CN202744915U (en) | Intersection traffic system without traffic light | |
CN104294725A (en) | Designing scheme for plane intersections of straight going and double roundabouts | |
CN202519557U (en) | Unimpeded flyover | |
CN200988941Y (en) | Inner rotation full pass flyover | |
CN202519556U (en) | Unimpeded flyover | |
CN211171462U (en) | Miniaturized double-deck overpass structure | |
CN102605692A (en) | Unobstructed flyover | |
CN204803698U (en) | Half range diesis shape interchange bridge | |
CN202107958U (en) | Right travelling type all single layer combination tunnel with four independent tunnels shaped like Chinese character 'bo' | |
CN201924248U (en) | Novel flyover | |
CN101956347B (en) | Three-layer compound flyover for crossroad | |
CN201089873Y (en) | Chinese character big-shaped road junction complete intercommunication viaduct | |
CN202830668U (en) | Compact elevated fast motor vehicle lane and mixed traffic crossed interchange bridge | |
CN202323600U (en) | Multifunctional overpass |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120912 Termination date: 20151221 |
|
EXPY | Termination of patent right or utility model |