CN103821057A - Cross interchange structure - Google Patents
Cross interchange structure Download PDFInfo
- Publication number
- CN103821057A CN103821057A CN201410062999.2A CN201410062999A CN103821057A CN 103821057 A CN103821057 A CN 103821057A CN 201410062999 A CN201410062999 A CN 201410062999A CN 103821057 A CN103821057 A CN 103821057A
- Authority
- CN
- China
- Prior art keywords
- lane
- ring road
- left turn
- turn lane
- hand rotation
- 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.)
- Pending
Links
Images
Abstract
The invention relates to a cross interchange structure. In the cross interchange structure, a north-south through lane and an east-west through lane form a two-tier structure at the crosspoint. In one of two groups of left-turn lanes, three left-turn lanes firstly overpass and then a left-turn ramp of one left-turn lane steps down to be connected with downside approach bridge so as to finish left turn; and in the other one of the two groups of left-turn lanes, three left-turn lanes firstly step down and then one left-turn ramp of one left-turn lane overpasses to be connected with a downside approach bridge so as to finish left turn. Curve parts of the left-turn ramps make a turn around the center of a flyover. Thus, the structure of a flyover only requires two tiers, and the structure is simplified. Meanwhile, an inner concave side of the curve part of each left-turn lane faces the center of the flyover. Therefore, floor space is minimized greatly, and cost of capital and land cost in construction are reduced effectively.
Description
Technical field
The present invention relates to a kind of road traffic structure, be specially a kind of right-angled intersection interchange structure.
Background technology
Along with China's lasting economic development of nearly decades, improving constantly of the people's living standard, automobile this only have luxury goods that high official and noble lord just can have also to progress into common people's family in the past, particularly nearly ten years, average family automobile pollution rapid growth, cause urban road can't bear the heavy load, peak period traffic jam is day by day customary, and develops to small and medium cities from metropolis gradually." traffic congestion " is the arch-criminal who causes " stifled city ", particularly at the crossing of right-angled intersection, carries out coordinative command if traffic lights are not set, and traffic jam is serious especially.But the setting of " intersection " traffic lights has also caused certain sluggishness to travelling of vehicle, current having some setbacks, is to belong to caving-in bash.In order to untie " stifled city " quagmire, for this reason, many cities taked " limit purchase, limit board, in limited time, impose the expense of blocking up " etc. " with limit control stifled " compulsory measure, but, these are all to belong to the way of curing the symptoms, not the disease, produce little effect, therefore, must have a very effective way to untie this quagmire.According to reason, by the way of " dredging ", strengthen road infrastructure and drop into, the general overpass bridge of building is not subject to the restriction of traffic lights and the way of evacuation rapidly by motor vehicle, be the most directly, the most effective." overpass bridge " is the upper lower leaf that important traffic joint is set up in city, the multi-direction modernization landbridge that travels, do not interfere with or disturb each other mutually.Existing interchange viaduct adopts clover blade profile overpass structure conventionally, and this friendship bridge construction land used is big, more than investment; In order to reduce land area, some overpass bridges can only adopt the method that increases level, and generally, more than three layers, even five layers, this makes again the structure of overpass bridge very complicated, has increased construction difficulty.
Summary of the invention
The object of the invention is to provides for overcoming the deficiencies in the prior art that a kind of level is less and floor space is less, the more cost effective right-angled intersection interchange of construction cost structure.
In order to achieve the above object, the invention provides a kind of right-angled intersection interchange structure, comprise direct lane, left turn lane and right-turn lane, direct lane comprises north and south direct lane and the thing direct lane of cross; Left turn lane comprises southeast left turn lane, northwest left turn lane, east northeast left turn lane and Nan Xi left turn lane, and wherein a pair of left turn lane at diagonal angle is one group, is divided into two groups; Right-turn lane comprises northeast right-turn lane, northwest (NW) right-turn lane, southwestern right-turn lane and east southeast right-turn lane; It is characterized in that: in the middle of described direct lane is arranged on, described right-turn lane is arranged on outermost, and described left turn lane is arranged between direct lane and right-turn lane, and described north and south direct lane becomes upper and lower double-layer structure with thing direct lane near joining; In described two groups of left turn lanes, one group of employing is first gone up across three left turn lanes, after connecting descending access bridge across the left rotaring ring road of a left turn lane again, complete left-hand rotation, another is organized under employing first across three left turn lanes, go up after connecting descending access bridge across the left rotaring ring road of a left turn lane again and complete left-hand rotation, the bend part of left rotaring ring road is all turned around overpass bridge center.
Compared with prior art, because left turn lane in right-angled intersection interchange structure of the present invention is taked the structure of all turning around overpass bridge center, and adopt first go up three across again next across with first times three across go up again one across mode, the structure of overpass bridge is only needed two-layer, designs simplification; Indent one side of the bend part of left turn lane is towards overpass bridge center simultaneously, and floor space greatly reduces, and effectively reduces fund cost and the cost of land built, for the city transport solution problem of blocking up provides a kind of practicable technical scheme.
As the further setting of the present invention,
Below in conjunction with the drawings and specific embodiments, the invention will be further described.
Accompanying drawing explanation
Accompanying drawing 1 is the specific embodiment of the invention 1 perspective view;
Accompanying drawing 2 is one of the specific embodiment of the invention 2 perspective view;
Accompanying drawing 3 is two of the specific embodiment of the invention 2 perspective view;
Accompanying drawing 4 is provided with one of attached building constructions perspective view for the specific embodiment of the invention 2;
Accompanying drawing 5 is provided with two of attached building constructions perspective view for the specific embodiment of the invention 2;
Accompanying drawing 6 is provided with attached building constructions stereochemical structure top view for the specific embodiment of the invention 2;
Accompanying drawing 7 is removed perspective view after attached building constructions for the specific embodiment of the invention 2;
Accompanying drawing 8 is one of perspective view behind the present invention removes attached building constructions and upper-layer parking field;
Accompanying drawing 9 is two of perspective view behind the present invention removes attached building constructions and upper-layer parking field.
The specific embodiment
As shown in Figure 1, right-angled intersection interchange structure of the present invention is similar to tradition, comprises direct lane, left turn lane and right-turn lane, and direct lane comprises north and south direct lane 1 and the thing direct lane 2 of cross; Left turn lane comprises southeast left turn lane 3, northwest left turn lane 4, east northeast left turn lane 5 and Nan Xi left turn lane 6, wherein a pair of left turn lane at diagonal angle is one group, be divided into two groups, be that southeast left turn lane 3 and northwest left turn lane 4 are one group, east northeast left turn lane 5 and Nan Xi left turn lane 6 are one group; Right-turn lane comprises northeast right-turn lane 7, northwest (NW) right-turn lane 8, southwestern right-turn lane 9 and east southeast right-turn lane 10; In the middle of described direct lane is arranged on, described right-turn lane is arranged on outermost, described left turn lane is arranged between direct lane and right-turn lane, described north and south direct lane 1 becomes upper and lower double-layer structure with thing direct lane 2 near joining, four sector regions that the north and south direct lane 1 of described cross and thing direct lane 2 are cut apart, be In The Southeast Area, NORTHEAST REGION IN, Southwest Region and northwest, described north and south direct lane 1 can be also non-intersecting vertically with thing direct lane 2.In this specific embodiment, with described north and south direct lane 1, in lower floor, thing direct lane 2 is example on upper strata, and described north and south direct lane 1 is in ground floor (can certainly be all more than ground floor); Thing direct lane 2 goes upward to the upper strata being above the ground level along access bridge, after one section of flat bed, come downwards to ground line again along access bridge, can certainly be contrary, and the height of every layer can design according to the concrete condition of colleague's vehicle; In described two groups of left turn lanes, one group of employing is first gone up across three left turn lanes, after connecting descending access bridge across the left rotaring ring road of a left turn lane again, complete left-hand rotation, another is organized under employing first across three left turn lanes, go up again after connecting descending access bridge across the left rotaring ring road of a left turn lane and complete left-hand rotation, the bend part of left rotaring ring road is all turned around overpass bridge center, and the turning radius of left rotaring ring road is determined according to design speed per hour.In this specific embodiment, southeast left turn lane 3 adopts the left rotaring ring road of first district northeastward and Shang Kua northwest, northwest left turn lane 4, southern western left turn lane 6 and 5 three left turn lanes of east northeast left turn lane, be northwest left rotaring ring road 11, southern western left rotaring ring road 12 and east northeast left rotaring ring road 13, then be to complete left-hand rotation after northwest left rotaring ring road 11 connects descending access bridge across the left rotaring ring road of a northwest left turn lane 4 under Southwest Region.Northwest left turn lane 4 adopts the first left rotaring ring road at Southwest Region and the Shang Kua southeast, In The Southeast Area left turn lane 3, east northeast left turn lane 5 and 6 three left turn lanes of Nan Xi left turn lane, be southeast left rotaring ring road 15, east northeast left rotaring ring road 13 and Nan Xi left rotaring ring road 12, then be to complete left-hand rotation after southeast left rotaring ring road 15 connects descending access bridge across the left rotaring ring road of a southeast left turn lane 3 under NORTHEAST REGION IN.Another is organized under employing first across three left turn lanes, go up again after connecting descending access bridge across the left rotaring ring road of a left turn lane and complete left-hand rotation, in this specific embodiment, the western left turn lane in south 6 first under In The Southeast Area and NORTHEAST REGION IN across east northeast left turn lane 5, the left rotaring ring road of northwest left turn lane 4 and 3 three left turn lanes of southeast left turn lane, it is east northeast left rotaring ring road 13, northwest left rotaring ring road 11 and southeast left rotaring ring road 15, on northwest, be to complete left-hand rotation after east northeast left rotaring ring road 13 connects descending access bridge across the left rotaring ring road of an east northeast left turn lane 5 again, east northeast left turn lane 5 first under northwest and Southwest Region across the western left turn lane 6 in south, the left rotaring ring road of southeast left turn lane 3 and 4 three left turn lanes of northwest left turn lane, it is southern western left rotaring ring road 12, southeast left rotaring ring road 15 and northwest left rotaring ring road 11, on In The Southeast Area, be to complete left-hand rotation after southern western left rotaring ring road 12 connects descending access bridge across the left rotaring ring road of a western left turn lane 6 in south again.Described employing is first gone up across three left turn lanes, then under across the left rotaring ring road of a left turn lane between lower floor and upper strata, complete four across, and be connected left-hand rotation in lower floor with descending access bridge; Under described employing first across three left turn lanes, upper across the left rotaring ring road of a left turn lane between ground floor and upper strata, complete four across, and be connected left-hand rotation on upper strata with descending access bridge.
As shown in Figure 1, the vehicle that has entered bend in order to give changes the chance of direction of traffic, in four sector regions being cut apart by the north and south direct lane 1 of described cross and thing direct lane 2, be all across or under across two left rotaring ring roads be equipped with one section of co-altitude, with the part of the gradient, in this specific embodiment, in Southwest Region and NORTHEAST REGION IN, southeast left rotaring ring road 15 and east northeast left rotaring ring road 13 and northwest left rotaring ring road 11 and Nan Xi left rotaring ring road 12 is provided with one section of co-altitude, with the part of the gradient, and be interconnected and form the emergent district 17 of vehicle capable of changing lane, as the emergent district 17 in Southwest Region, southeast left turning vehicle can be travelled and be changed into the revolution of turning around by left-hand rotation, east northeast left turning vehicle can be travelled and be changed into craspedodrome by left-hand rotation.Further, can also be provided with one section of co-altitude by the east northeast left rotaring ring road 13 in the same area and southeast left rotaring ring road 15 and southwestern right-hand rotation ring road 14, with the part of the gradient, and be provided with one section of co-altitude by the western left rotaring ring road 12 in the south in the same area and southeast left rotaring ring road 15 and northeast right-hand rotation ring road 16, part with the gradient is interconnected with described emergent district 17, like this, if right-hand bend vehicle is from leveling zone (co-altitude, with the part of the gradient) directly lane change is to the words of adjacent left turn lane, can lane change again in described emergent district 17, thereby, can be travelled to change into by original right-hand bend and travel.
Right-hand bend vehicle can lane change in described emergent district 17, is changed into and is travelled by original right-hand bend.
In order more to effectively utilize space, the position of described upper strata direct lane (the thing direct lane 2 in this specific embodiment) access bridge below is provided with the first parking lot 18.
Further, can also be provided with attached building constructions in described overpass bridge central area, the support post of described building constructions passes the gap between left rotaring ring road and right-hand rotation ring road.
Specific embodiment 2:
Right-angled intersection interchange can also be following structure: as shown in Figure 2,3, the direct lane one of in described north and south direct lane 1 and thing direct lane 2 goes upward to upper strata along access bridge, after one section of flat bed, comes downwards to ground line again along access bridge; Another direct lane comes downwards to negative one deck along access bridge, i.e. lower floor goes upward to ground line along access bridge again after one section of flat bed; Described employing is first gone up across three left turn lanes, then under across the left rotaring ring road of a left turn lane between upper strata and ground, complete four across, and position between upper strata and ground has been connected left-hand rotation with descending access bridge; Under described employing first across three left turn lanes, upper across the left rotaring ring road of a left turn lane between ground floor and upper strata, complete four across, and position between upper strata and ground has been connected left-hand rotation with descending access bridge.In this specific embodiment, described north and south direct lane 1 goes upward to upper strata along access bridge, after one section of flat bed, comes downwards to ground line again along access bridge; Thing direct lane 2 comes downwards to the negative one deck below ground line along access bridge, i.e. lower floor goes upward to ground line along access bridge again after one section of flat bed.The western left turn lane 6 in south adopts first goes up respectively the left rotaring ring road across east northeast left turn lane 5, northwest left turn lane 4 and 3 three left turn lanes of southeast left turn lane in In The Southeast Area and NORTHEAST REGION IN, be east northeast left rotaring ring road 13, northwest left rotaring ring road 11 and southeast left rotaring ring road 15, then be to complete left-hand rotation after east northeast left rotaring ring road 13 connects descending access bridge across the left rotaring ring road of an east northeast left turn lane 5 under northwest, east northeast left turn lane 5 adopts elder generation's left rotaring ring road across the western left turn lane 6 in south, southeast left turn lane 3 and 4 three left turn lanes of northwest left turn lane on northwest and Southwest Region, be southern western left rotaring ring road 12, southeast left rotaring ring road 15 and northwest left rotaring ring road 11, then be to complete left-hand rotation after southern western left rotaring ring road 12 connects descending access bridge across the left rotaring ring road of a western left turn lane 6 in south under In The Southeast Area, another is organized under employing first across three left turn lanes, go up again after connecting descending access bridge across the left rotaring ring road of a left turn lane and complete left-hand rotation, in this specific embodiment, southeast left turn lane 3 first district and Xia Kua northwest, northwest left turn lane 4 northeastward, the left rotaring ring road of the western left turn lane 6 in south and 5 three left turn lanes of east northeast left turn lane, it is northwest left rotaring ring road 11, the western left rotaring ring road 12 in south and 13 3 left turn lanes of east northeast left rotaring ring road, on Southwest Region, be to complete left-hand rotation after northwest left rotaring ring road 11 connects descending access bridge across the left rotaring ring road of a northwest left turn lane 4 again, northwest left turn lane 4 is first at Southwest Region and the Xia Kua southeast, In The Southeast Area left turn lane 3, the left rotaring ring road of east northeast left turn lane 5 and 6 three left turn lanes of Nan Xi left turn lane, it is southeast left rotaring ring road 15, east northeast left rotaring ring road 13 and Nan Xi left rotaring ring road 12, on NORTHEAST REGION IN, be to complete left-hand rotation after southeast left rotaring ring road 15 connects descending access bridge across the left rotaring ring road of a southeast left turn lane 3 again.
The vehicle that has entered bend in order to give changes the chance of direction of traffic, in four sector regions being cut apart by the north and south direct lane 1 of described cross and thing direct lane 2, be all across or under across two left rotaring ring roads and a right-hand rotation ring road, be equipped with one section of co-altitude, with the part of the gradient, in this specific embodiment, as shown in Figure 2, in In The Southeast Area, northwest left rotaring ring road 11 and east northeast left-hand rotation 13 are provided with one section of co-altitude with east southeast right-hand rotation ring road 10, with the part of the gradient, and be interconnected and form the emergent district 17 of vehicle capable of changing lane, in this emergent district, the vehicle of east northeast left-hand rotation 13 can be travelled and be changed into the revolution of turning around by left-hand rotation, the vehicle of northwest left-hand rotation 11 can be changed into craspedodrome by left-hand rotation, in northwest, southeast left rotaring ring road 15 and Nan Xi left rotaring ring road 12 and the western right-hand rotation ring road 8 in northeast are provided with one section of co-altitude, part with the gradient, and be interconnected and form the emergent district 17 of vehicle capable of changing lane, in this " emergent district ", the vehicle of Nan Xi left-hand rotation 12 can be changed into later by left-hand rotation, and the vehicle of southeast left-hand rotation 15 can be changed into craspedodrome by left-hand rotation.
As Figure 7-9, in order more to effectively utilize space, the ground line position of described upper strata direct lane (the north and south direct lane 1 in this specific embodiment) access bridge below is provided with the first parking lot 18, direct lane equidirectional a pair of right-turn lane in described upper strata is contour with described emergent district 17 after one section of flat bed access bridge and one section of up access bridge along access bridge, then completes right-hand rotation through one section of right-hand rotation ring road;
As shown in Fig. 5-9, described overpass bridge central area is provided with two-layer parking lot, lower floor lower than ground line (higher than lower floor's direct lane?) be the second parking lot 20, described lower floor direct lane, the left side of the equidirectional a pair of right-hand rotation ring road of thing direct lane 2 (in this specific embodiment, southwestern right-hand rotation ring road 14 and northeast right-hand rotation ring road 16) in this specific embodiment is equipped with the parking lot branch road being connected with lower floor the second parking lot 20; The second 20 tops, parking lot is the 3rd parking lot 21, the forward position that is provided with the left rotaring ring road in emergent district 17 is provided with one section of flat bed section, the described flat bed Duan Yu tri-contour intercommunications in parking lot 21, between described the 3rd parking lot 21 and the second parking lot 20, be provided with UNICOM ramp 22, between described the 3rd parking lot 21 and the first parking lot 18, be provided with the passage of UNICOM.
As shown in Figure 4,5, can also be provided with attached building constructions in described overpass bridge central area equally, in described building constructions, have at least one deck flooring and the 3rd parking lot 21, described upper strata contour, and be provided with communication passage, can be specifically that this floor face mid portion is direct lane, direct lane both sides are parking lot, and the support post of described building constructions passes the gap between left rotaring ring road and right-hand rotation ring road.By the commercial operations in the building constructions to attached and parking lot, produce additional economic well-being of workers and staff, reduce the construction cost of overpass bridge, be more conducive to promote.
Claims (10)
1. right-angled intersection interchange structure, comprises direct lane, left turn lane and right-turn lane, and direct lane comprises north and south direct lane and the thing direct lane of cross; Left turn lane comprises southeast left turn lane, northwest left turn lane, east northeast left turn lane and Nan Xi left turn lane, and wherein a pair of left turn lane at diagonal angle is one group, is divided into two groups; Right-turn lane comprises northeast right-turn lane, northwest (NW) right-turn lane, southwestern right-turn lane and east southeast right-turn lane; It is characterized in that: in the middle of described direct lane is arranged on, described right-turn lane is arranged on outermost, and described left turn lane is arranged between direct lane and right-turn lane, and described north and south direct lane becomes upper and lower double-layer structure with thing direct lane near joining; In described two groups of left turn lanes, one group of employing is first gone up across three left turn lanes, after connecting descending access bridge across the left rotaring ring road of a left turn lane again, complete left-hand rotation, another is organized under employing first across three left turn lanes, go up after connecting descending access bridge across the left rotaring ring road of a left turn lane again and complete left-hand rotation, the bend part of left rotaring ring road is all turned around overpass bridge center.
2. right-angled intersection interchange structure according to claim 1, it is characterized in that: under being all in the same sector region of four sector regions being cut apart by the north and south direct lane of described cross and thing direct lane across two left rotaring ring roads and a right-hand rotation ring road be provided with one section of co-altitude, carry out merger with the part of the gradient, between highly identical part, be interconnected and form the emergent district of vehicle capable of changing lane.
3. right-angled intersection interchange structure according to claim 1, it is characterized in that: described employing is first gone up across three left turn lanes, again across the left rotaring ring road of a left turn lane between the upper and lower, complete four across, and be connected left-hand rotation in lower floor with descending access bridge; Under described employing first across three left turn lanes, upper across the left rotaring ring road of a left turn lane between ground floor and upper strata, complete four across, and be connected left-hand rotation on upper strata with descending access bridge.
4. right-angled intersection interchange structure according to claim 3, is characterized in that: described upper strata direct lane access bridge lower position is provided with the first parking lot.
5. right-angled intersection interchange structure according to claim 4, is characterized in that: described overpass bridge central area is provided with attached building constructions, the support post of described building constructions passes the gap between left rotaring ring road and right-hand rotation ring road.
6. right-angled intersection interchange structure according to claim 1, is characterized in that: the direct lane one of in described north and south direct lane and thing direct lane goes upward to upper strata along access bridge, after one section of flat bed, comes downwards to ground line again along access bridge; Another direct lane comes downwards to negative one deck along access bridge, i.e. lower floor goes upward to ground line along access bridge again after one section of flat bed; Described employing is first gone up across three left turn lanes, then under across the left rotaring ring road of a left turn lane between upper strata and ground, complete four across, and position between upper strata and ground has been connected left-hand rotation with descending access bridge; Under described employing first across three left turn lanes, upper across the left rotaring ring road of a left turn lane between ground floor and upper strata, complete four across, and position between upper strata and ground has been connected left-hand rotation with descending access bridge.
7. right-angled intersection interchange structure according to claim 6, it is characterized in that: overpass bridge is divided into four sector regions by the north and south direct lane of described cross and thing direct lane, under being all in same sector region across two left rotaring ring roads and this region in right-hand rotation ring road be provided with one section of co-altitude, part with the gradient, and UNICOM mutually, the emergent district of formation capable of changing lane.
8. right-angled intersection interchange structure according to claim 7, it is characterized in that: the ground line position of described upper strata direct lane access bridge below is provided with the first parking lot, direct lane equidirectional a pair of right-turn lane in described upper strata is contour with described emergent district after one section of flat bed access bridge and one section of up access bridge along access bridge, then completes right-hand rotation through one section of right-hand rotation ring road.
9. right-angled intersection interchange structure according to claim 7, it is characterized in that: described overpass bridge central area is provided with two-layer parking lot, lower floor lower than ground line (higher than lower floor's direct lane?) be the second parking lot, the left side of the equidirectional a pair of right-hand rotation ring road of described lower floor direct lane is equipped with the parking lot branch road being connected with lower floor the second parking lot; The second top, parking lot is the 3rd parking lot, and the forward position that is provided with the left rotaring ring road in emergent district is provided with one section of flat bed section, and the described flat bed Duan Yu tri-contour intercommunications in parking lot, are provided with UNICOM ramp between described the 3rd parking lot and the second parking lot.
10. right-angled intersection interchange structure according to claim 8, it is characterized in that: described overpass bridge central area is provided with attached building constructions, in described building constructions, have at least one deck flooring and the 3rd parking lot, described upper strata contour, and be provided with communication passage, the support post of described building constructions passes the gap between left rotaring ring road and right-hand rotation ring road.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410062999.2A CN103821057A (en) | 2014-02-24 | 2014-02-24 | Cross interchange structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410062999.2A CN103821057A (en) | 2014-02-24 | 2014-02-24 | Cross interchange structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103821057A true CN103821057A (en) | 2014-05-28 |
Family
ID=50756325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410062999.2A Pending CN103821057A (en) | 2014-02-24 | 2014-02-24 | Cross interchange structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103821057A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107034754A (en) * | 2017-05-23 | 2017-08-11 | 大连交通大学 | A kind of interchange viaduct |
| CN107858885A (en) * | 2017-11-16 | 2018-03-30 | 高忠文 | A kind of two layers of comprehensive no signal are without the straight-through grade separation bridge system of intersection |
| CN109706808A (en) * | 2019-03-06 | 2019-05-03 | 孙雍胜 | Interchange overpass |
| CN112236558A (en) * | 2018-05-22 | 2021-01-15 | 吉拉德·梅罗兹 | System and method for providing access to public and private transportation to a road interchange |
| CN113550185A (en) * | 2021-08-02 | 2021-10-26 | 徐宝善 | Zero red light interchange cross in Bolubao city |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4592673A (en) * | 1982-01-27 | 1986-06-03 | Lee Soo Yang | Double-framed "H" form non-stop roadway interchange |
| CN1203986A (en) * | 1998-05-26 | 1999-01-06 | 陈国柱 | Combined road intersection and combination method |
| CN1454275A (en) * | 2000-06-07 | 2003-11-05 | 李松衡 | Multi-layer road system |
| WO2011077189A1 (en) * | 2009-12-23 | 2011-06-30 | Idroesse Infrastrutture Spa | Road interchange egg-shaped |
| KR20120005894A (en) * | 2010-07-09 | 2012-01-17 | 주식회사동일기술공사 | Three dimensional crossroad of double layers underground road |
| CN202430605U (en) * | 2011-07-13 | 2012-09-12 | 深圳大学 | Interchange without interlaced ring |
| WO2013039432A2 (en) * | 2011-07-25 | 2013-03-21 | Shulyakin Viktor Anatolievich | Traffic interchange (variants) |
| CN103452022A (en) * | 2013-08-26 | 2013-12-18 | 苏州大方特种车股份有限公司 | Construction and transformation methods and structure of flyover junction |
-
2014
- 2014-02-24 CN CN201410062999.2A patent/CN103821057A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4592673A (en) * | 1982-01-27 | 1986-06-03 | Lee Soo Yang | Double-framed "H" form non-stop roadway interchange |
| CN1203986A (en) * | 1998-05-26 | 1999-01-06 | 陈国柱 | Combined road intersection and combination method |
| CN1454275A (en) * | 2000-06-07 | 2003-11-05 | 李松衡 | Multi-layer road system |
| WO2011077189A1 (en) * | 2009-12-23 | 2011-06-30 | Idroesse Infrastrutture Spa | Road interchange egg-shaped |
| KR20120005894A (en) * | 2010-07-09 | 2012-01-17 | 주식회사동일기술공사 | Three dimensional crossroad of double layers underground road |
| CN202430605U (en) * | 2011-07-13 | 2012-09-12 | 深圳大学 | Interchange without interlaced ring |
| WO2013039432A2 (en) * | 2011-07-25 | 2013-03-21 | Shulyakin Viktor Anatolievich | Traffic interchange (variants) |
| CN103452022A (en) * | 2013-08-26 | 2013-12-18 | 苏州大方特种车股份有限公司 | Construction and transformation methods and structure of flyover junction |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107034754A (en) * | 2017-05-23 | 2017-08-11 | 大连交通大学 | A kind of interchange viaduct |
| CN107858885A (en) * | 2017-11-16 | 2018-03-30 | 高忠文 | A kind of two layers of comprehensive no signal are without the straight-through grade separation bridge system of intersection |
| WO2019095839A1 (en) * | 2017-11-16 | 2019-05-23 | 高忠文 | Two-layer omnibearing non-signal non-cross through overpass system |
| CN112236558A (en) * | 2018-05-22 | 2021-01-15 | 吉拉德·梅罗兹 | System and method for providing access to public and private transportation to a road interchange |
| CN109706808A (en) * | 2019-03-06 | 2019-05-03 | 孙雍胜 | Interchange overpass |
| CN113550185A (en) * | 2021-08-02 | 2021-10-26 | 徐宝善 | Zero red light interchange cross in Bolubao city |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1249302C (en) | Full spatial urban road system and traffic method using same | |
| US20150117947A1 (en) | Traffic-light-free overpass at intersection | |
| CN103821057A (en) | Cross interchange structure | |
| CN203487426U (en) | Crisscross urban overpass | |
| CN202577082U (en) | Double cross full intercommunication overpass | |
| CN100351468C (en) | Full stereoscopic city road system and traffic method using said system | |
| CN103161108B (en) | A kind of intersection bridge | |
| CN103339324B (en) | Interchange | |
| CN201695289U (en) | Multi-ramp double-spiral overpass | |
| CN107988866B (en) | Simple overpass | |
| CN113338094A (en) | Urban interchange with double-layer structure for up-down lines and left-turn ramps | |
| CN1966859A (en) | Tower type rotary whole-interchange fly-over bridge | |
| CN101725100A (en) | Single-layer full interchange viaduct | |
| CN102121221B (en) | Flyover with five bridges | |
| CN103215868A (en) | Crossroad overpass | |
| CN103590291A (en) | Crossroad and T road all-directional no-parking flyover | |
| CN206396565U (en) | A kind of city multilayer interchange overpass | |
| CN202090253U (en) | Two crossroad full unblocked cross composite bridges of right turn bridges | |
| CN109306643A (en) | Three layers of viaduct of the junction of three roads | |
| CN105625127A (en) | Intersection road of Chinese knot type interchange | |
| CN202055131U (en) | City center overpass | |
| CN108532389A (en) | A kind of overpass at crossroads | |
| CN203383113U (en) | Cross road and T road all-directional no-parking flyover | |
| CN202023130U (en) | Elevated overpass shaped like a Chinese character `Ri` | |
| CN105178123A (en) | Cross overpass |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140528 |