CN203049395U - Road system for achieving quasi-rail transit - Google Patents
Road system for achieving quasi-rail transit Download PDFInfo
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- CN203049395U CN203049395U CN 201320026165 CN201320026165U CN203049395U CN 203049395 U CN203049395 U CN 203049395U CN 201320026165 CN201320026165 CN 201320026165 CN 201320026165 U CN201320026165 U CN 201320026165U CN 203049395 U CN203049395 U CN 203049395U
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Abstract
The utility model discloses a road system for achieving a quasi-rail transit. The road system comprises three layers, wherein down digging bidirectional groove-shaped lanes are arranged on the underground layer and are connected with ground lanes via ramps; the ground lanes are arranged on the ground layer; pedestrian crossing bridges and vehicle far end u-turn bridges are horizontally erected above the down digging bidirectional groove-shaped lanes; the pedestrian crossing bridges and the far end u-turn bridges are on the same level with the ground lanes; and top elevated lanes are arranged on the top layer, are bidirectional lanes, are connected with the ground lanes through symmetrical approach bridges and are respectively used for ascending and descending. The road system achieves the green transit road system, is people-oriented, gives priority to walking, bicycles and public transit, simultaneously takes other vehicles into consideration and achieves that the people, public transit and small cars go own ways and do not interfere with each other. Compared with the existing roads, the road system maximizes the traffic capacities and utilization rates of roads and can save plenty of land resources and improve the city environment.
Description
Technical field
The utility model belongs to the road and bridge field, is specifically related to a kind of for the approach system that realizes standard gauge road traffic.
Background technology
Traffic congestion is the difficult problem that countries in the world face, and the expert in a lot of fields is researching and solving the method for traffic jam issue.Find out from the relation of traffic supply and transport need, if the contradiction of main communication path Che Yulu.For solving this contradiction, the governing measure of traffic congestion is mainly considered from two aspects of car and road, 1) aspect of car: restrict driving, parking fee is purchased, improved to limit, impose increase such as the expense of blocking up reduces transport need with the method for car cost, doing like this to influence economic development, influence people's quality of life, attract transport need person's being discontented with government; 2) aspect on road: reasonably urban planning, track traffic increases methods such as mileages of transport route.These methods are administered traffic congestion and are played certain help, and wherein road traffic flow has greatly been shunted in track traffic, and reasonably urban planning can reduce unnecessary transport need.But private traffic, public transport and track traffic respectively have superiority, and overlap, and can not substitute mutually, also will and deposit development and go down.Therefore, thoroughly do not solve the reasonability problem of road road network structure, just can't thoroughly solve people's traffic trip problem.Though the patent of patent No. CN202559202U has solved the problem that the crossing intersects, under dig the two-way flute profile of formula track and can cause vehicle to be flooded because of the rainwater inflow, especially inapplicable in rainy south.
Moreover well-known, green traffic is the block up basic outlet of problem of transport solution.The Chris of Canadian Bradshaw (ChrisBradshaw) proposed green traffic system (Green TransportationHierarchy) in 1994, its argument is the priority of green traffic instrument, be followed successively by walking, bicycle, common carriage, ride altogether, most end person is the personal car (Single-Occupant Automobile) of single driving.According to the argument of Bradshaw, if can use above-mentioned green traffic system, then can obtain following benefit, comprise natural environment, society and economic aspect.Yet the green traffic system needs corresponding approach system to go to realize.
The utility model content
In order to realize the green traffic system, solve serious day by day traffic jam issue, make the road road network traffic capacity reach maximum value, the utility model proposes a kind ofly for realizing green traffic system approach system, the purpose of this utility model is to provide a kind of standard gauge road traffic route system.People-oriented and the public traffic in priority principle for outstanding green traffic system.
Standard gauge of the present utility model road traffic route system comprises three layers: B1 digs the two-way flute profile of formula track under being, is connected with the track, ground via the ramp; Ground one deck is the track, ground, and is digging cross walk bridge and the vehicle far-end tune bridge that laterally builds a bridge above the two-way flute profile of the formula track down, and cross walk bridge and far-end tune bridge and track, ground are in same level height; Topmost one deck is the top layer overhead street, and the top layer overhead street is two-way lane, and the access bridge by symmetry is connected with the track, ground, is respectively applied to uplink and downlink.
Further, the centre of digging the two-way flute profile of formula track under is provided with the isolation strip.
The centre in track, ground is provided with the isolation strip.
The centre of top layer overhead street is provided with the isolation strip, is provided with daylight opening every a segment distance on the isolation strip, digs the track daylighting of the two-way flute profile of formula and the daylighting of track, ground under being used for, and all daylight openings all are provided with rainproof facility.
Centre at the top layer overhead street is provided with the station, perhaps in the both sides of top layer overhead street the station is set, and is connected with the cross walk bridge by stair, and all stations all are provided with rainproof facility.
Approach system of the present utility model is divided into three layers, and ground one deck and B1 travel for dilly, and topmost the top layer overhead street of one deck travels for public transit vehicle and oversize vehicle.Approach system of the present utility model has related to road, bridge, station and daylight opening four parts.
The top of digging the two-way flute profile of formula track down is open, compares with the tunnel to make the driver not feel oppressive.
The top layer overhead street is two-way lane, and the centre is provided with the isolation strip, and is provided with the station, has stair and cross walk bridging to connect, and uses for the passenger.The fast lane of the top layer overhead street track traffic track that is as the criterion, public transit vehicle forms standard gauge road traffic network by the operation of track traffic rule, outstanding public traffic in priority principle.Other oversize vehicles travel at kerb lane.In order to prevent sleet, all stations all are provided with rain insensitive device.
Further, standard gauge of the present utility model road traffic route system is arranged on the crossroad, and approach system comprises three layers: B1 digs the two-way flute profile of formula track under being, is connected with track, ground or ground direct lane via the ramp; Ground one deck is the track, ground, and under dig and laterally set up ground direct lane, cross walk bridge and vehicle far-end tune bridge above the two-way flute profile of the formula track, ground direct lane, cross walk bridge and far-end tune bridge and track, ground are in same level height; Topmost one deck is the top layer overhead street, access bridge by the four direction at the parting of the ways that is symmetrically distributed is connected with the track, ground, be respectively applied to uplink and downlink, even distribution station on the four direction of top layer overhead street, the station is in the centre position of traffic lights stop line road in the rear, the station has stair and ground cross walk bridging to connect, and uses for the passenger.Public transit vehicle and large-scale and dilly can also directly be turned right, and need not to wait for traffic lights by being arranged on the access bridge upstream or downstream in the top layer overhead street outside, have also avoided intersecting with pedestrian or other vehicles simultaneously.Access bridge is arranged on the central authorities of each direction, perhaps is arranged on the both sides of each direction.
Dig the ground direct lane that laterally builds a bridge on the two-way flute profile of the formula track at the parting of the ways down and be used for the two-way craspedodrome of lateral vehicle through street, does not intersect at the crossing with the vehicle of vertical direction, respectively the road of different one decks directly craspedodrome pass through the crossing.In the arranged outside of digging down on the two-way flute profile of the formula track walkway is arranged, be connected with the cross walk bridge by stair or ramp, pass through the track, ground for the pedestrian bicycle, simultaneously under dig the formula flute profile track driver use of escaping, separate with motorway, ensured the safety of pedestrian's street crossing.Far-end tune bridge for the dual-way vehicle tune has ensured the smooth and easy of crossing.
Compare with the patent of patent No. CN202559202U, dig the two-way flute profile of formula track under of the present utility model to be covered fully by the top layer overhead street, rainwater can not flow into down the two-way flute profile of the formula of digging track and cause vehicle to be flooded.Therefore, can use in area of heavy rainfull, China south.Track, compact car ground, ground is covered fully by the top layer overhead street simultaneously, makes track, compact car ground, ground not be subjected to snowy influence the in winter, guarantees The coast is clear.
Advantage of the present utility model:
The utility model has been realized the requirement of green traffic road system to road, and outstanding people-oriented, walking, and bicycle and public transport priority principle are taken into account other vehicle pass-throughs simultaneously.Realize the pedestrian, bicycle traffic, public transport, the compact car traffic is taken their own roads, and does not disturb mutually, does not tie up the space mutually.Compare with existing road, make the traffic capacity of road and utilization rate reach maximum value, can save a large amount of land resourcess, improve urban environment.And standard gauge of the present utility model road traffic route can replace subway and track traffic and subway relatively, and construction cost and operation cost have only 1/10th.Though standard gauge road traffic route has traffic lights at the crossing, but owing to do not have pedestrian's bicycle and other vehicles to disturb, be optimized by computer alignment rail traffic route crossing traffic lights, the speed of service that can accomplish standard gauge road vehicular traffic is not subjected to the influence of traffic lights.
Description of drawings
Fig. 1 (a) is the schematic diagram that removes the top layer overhead street, (b) for the schematic diagram of top layer overhead street is arranged for the structural representation that standard gauge of the present utility model road traffic route system is arranged on non-crossing;
Fig. 2 (a) is the schematic diagram that removes the top layer overhead street, (b) for the schematic diagram of top layer overhead street is arranged for the structural representation that standard gauge of the present utility model road traffic route system is arranged on the crossroad;
Fig. 3 (a) is the schematic diagram that removes the top layer overhead street, (b) for the schematic diagram of top layer overhead street is arranged for the two-layer structural representation that standard gauge of the present utility model road traffic route system is arranged on non-crossing;
The centre that Fig. 4 is arranged on the crossroad for standard gauge of the present utility model road traffic route system is provided with the structural representation of access bridge, (a) for removing the schematic diagram of top layer overhead street, (b) for the schematic diagram of top layer overhead street is arranged.
The specific embodiment
Below in conjunction with accompanying drawing, by embodiment, further set forth the utility model.
As shown in Figure 1, standard gauge of the present utility model road traffic route system comprises three layers: B1 digs two-way flute profile track 1 under being, is connected with the track, ground via ramp 11, and the centre is provided with isolation strip 12; Ground one deck is track, ground 2, and under dig the two-way flute profile of formula track and be provided with cross walk bridge 21 and vehicle far-end tune bridge 22; Topmost one deck is top layer overhead street 3, the top layer overhead street is two-way lane, the centre is provided with isolation strip 32, both sides are connected with track, ground 2 by the access bridge 31 of symmetry, be respectively applied to uplink and downlink, be provided with station 34 in the centre of top layer overhead street, be connected with cross walk bridge 21 by stair 33.
As shown in Figure 2, approach system of the present utility model is arranged on the crossroad, comprises three layers: B1 digs two-way flute profile track 1 under being, is connected with track, ground 2 or ground direct lane 23 via ramp 11, and the centre is provided with isolation strip 12; Ground one deck is track, ground 2, and is digging ground direct lane 23, cross walk bridge 21 and the vehicle far-end tune bridge 22 that laterally builds a bridge on the two-way flute profile of the formula track down; Topmost one deck is top layer overhead street 3, the access bridge 31 of the both sides by eight symmetrical distributions four direction at the parting of the ways is connected with the track, ground, each direction is respectively equipped with two access bridges 31, be respectively applied to uplink and downlink, even distribution all the people present station 34 on the four direction of top layer overhead street, be connected with cross walk bridge 21 by stair 33, station 34 is in the centre position of traffic lights stop line road in the rear, and center at the parting of the ways is provided with daylight opening 35.
In the arranged outside of digging down on the two-way flute profile of the formula track walkway is arranged, be connected with cross walk bridge 21 by stair or ramp 13.
As shown in Figure 3, further, the approach system of present embodiment is arranged on non-crossing, comprises two-layer: ground one deck is track, ground 2, and cross walk bridge 21 and vehicle far-end tune bridge 22; Top one deck is top layer overhead street 3, the top layer overhead street is two-way lane, the centre is provided with isolation strip 32, both sides are connected with track, ground 2 by the access bridge 31 of symmetry, be respectively applied to uplink and downlink, centre and both sides at the top layer overhead street are provided with station 34, are connected with cross walk bridge 21 by stair 33.
As shown in Figure 4, approach system of the present utility model is arranged on the crossroad, comprises three layers: B1 digs two-way flute profile track 1 under being, is connected with track, ground 2 or ground direct lane 23 via ramp 11, and the centre is provided with isolation strip 12; Ground one deck is track, ground 2, and is digging ground direct lane 23, cross walk bridge 21 and the vehicle far-end tune bridge 22 that laterally builds a bridge on the two-way flute profile of the formula track down; Topmost one deck is top layer overhead street 3, be connected with the track, ground by the centre of 16 symmetrical distributions four direction at the parting of the ways and the access bridge 31 of both sides, each direction is respectively equipped with four access bridges 31, be respectively applied to uplink and downlink, even distribution all the people present station 34 on the four direction of top layer overhead street, be connected with cross walk bridge 21 by stair 33, station 34 is in the centre position of traffic lights stop line road in the rear, and center at the parting of the ways is provided with daylight opening 35.
It should be noted that at last: though this manual is described the specific embodiment of the present utility model in detail by specific embodiment; but it should be appreciated by those skilled in the art; implementation of the present utility model is not limited to the description scope of embodiment; in not breaking away from the utility model essence and spiritual scope; can carry out various modifications and replacement to the utility model; therefore its implementation method also is not limited to disclosed content among the embodiment, and protection domain of the present utility model is looked the claim scope and defined.
Claims (8)
1. a standard gauge road traffic route system is characterized in that, described approach system comprises three layers: B1 digs the two-way flute profile of formula track (1) under being, is connected with track, ground (2) via ramp (11); Ground one deck is track, ground (2), and is digging cross walk bridge (21) and the vehicle far-end tune bridge (22) that laterally builds a bridge on the two-way flute profile of the formula track down; Topmost one deck is top layer overhead street (3), and the top layer overhead street is two-way lane, and the access bridge (31) by symmetry is connected with track, ground (2), is respectively applied to uplink and downlink.
2. approach system as claimed in claim 1 is characterized in that, the described centre of digging the two-way flute profile of formula track (1) down is provided with isolation strip (12).
3. approach system as claimed in claim 1 is characterized in that, the centre in track, described ground (2) is provided with the isolation strip.
4. approach system as claimed in claim 3, it is characterized in that, the centre of described top layer overhead street (3) is provided with isolation strip (32), (32) are gone up and are provided with daylight opening (35) every a segment distance in the isolation strip, dig the track daylighting of the two-way flute profile of formula and ground direct lane daylighting under being used for, all daylight openings (35) all are provided with rainproof facility.
5. approach system as claimed in claim 1, it is characterized in that, described top layer overhead street (3) is two-way lane, the centre is provided with station (34), perhaps in the both sides of top layer overhead street the station is set, be connected with cross walk bridge (21) by stair (33), all stations all are provided with rainproof facility.
6. approach system as claimed in claim 1 is characterized in that, at the parting of the ways, described approach system comprises three layers: B1 digs two-way flute profile track (1) under being, is connected with track, ground (2) or ground direct lane (23) via ramp (11); Ground one deck is track, ground (2), and is digging ground direct lane (23), cross walk bridge (21) and the vehicle far-end tune bridge (22) that laterally builds a bridge on the two-way flute profile of the formula track down; Topmost one deck is top layer overhead street (3), access bridge (31) by the four direction at the parting of the ways that is symmetrically distributed is connected with the track, ground, be respectively applied to uplink and downlink, even distribution station (34) on the four direction of top layer overhead street, station (34) are in the centre position of traffic lights stop line road in the rear.
7. approach system as claimed in claim 1 is characterized in that, in described arranged outside of digging on the two-way flute profile of the formula track down walkway is arranged, and is connected with the cross walk bridge (21) in track, ground by stair or ramp (13).
8. approach system as claimed in claim 1 is characterized in that, described approach system is arranged on non-crossing, comprises two-layer: ground one deck is track, ground (2), and cross walk bridge (21) and vehicle far-end tune bridge (22); Top one deck is top layer overhead street (3), the top layer overhead street is two-way lane, the centre is provided with isolation strip (32), access bridge (31) by symmetry is connected with track, ground (2), be respectively applied to uplink and downlink, be provided with station (34) at the top layer overhead street, be connected with cross walk bridge (21) by stair (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320026165 CN203049395U (en) | 2012-12-26 | 2013-01-17 | Road system for achieving quasi-rail transit |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220728404 | 2012-12-26 | ||
| CN201220728404.9 | 2012-12-26 | ||
| CN 201320026165 CN203049395U (en) | 2012-12-26 | 2013-01-17 | Road system for achieving quasi-rail transit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203049395U true CN203049395U (en) | 2013-07-10 |
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Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320026165 Expired - Fee Related CN203049395U (en) | 2012-12-26 | 2013-01-17 | Road system for achieving quasi-rail transit |
| CN201310016977.8A Active CN103898820B (en) | 2012-12-26 | 2013-01-17 | Quasi rail transit road system |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310016977.8A Active CN103898820B (en) | 2012-12-26 | 2013-01-17 | Quasi rail transit road system |
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| Country | Link |
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| CN (2) | CN203049395U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103643607A (en) * | 2013-12-05 | 2014-03-19 | 北京大学 | Totally-closed full-interchange rapid public transport road system |
| CN103898820A (en) * | 2012-12-26 | 2014-07-02 | 北京大学 | Quasi rail transit road system |
| CN104032633A (en) * | 2014-06-09 | 2014-09-10 | 北京大学 | Traffic organization and operation system for subway station complex |
Family Cites Families (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58131203A (en) * | 1982-01-27 | 1983-08-05 | リ−・ス−・ヤン | Double structured h-shaped non-stop free way in downtown |
| CN100392185C (en) * | 2003-05-30 | 2008-06-04 | 杨滨 | Cross three-dimensional taffic apparatus |
| JP3868993B2 (en) * | 2004-09-29 | 2007-01-17 | 月灘建設株式会社 | Barrier-free rotary side-by-side road structure |
| CN100463821C (en) * | 2006-02-24 | 2009-02-25 | 杨宗林 | Elevated track micro train station |
| CN100425768C (en) * | 2006-05-31 | 2008-10-15 | 董国良 | Zero commuter station structure of bus and zero transferring fast public traffic system |
| JP4689575B2 (en) * | 2006-10-23 | 2011-05-25 | 財団法人鉄道総合技術研究所 | Transportation system strengthened to the city center |
| CN101349034B (en) * | 2008-07-27 | 2011-05-11 | 张俊岭 | Small-sized full intercommunication overpass road junction |
| CN201634979U (en) * | 2009-12-31 | 2010-11-17 | 余宾来 | Multilevel intersection system of crossroad |
| CN202098412U (en) * | 2011-03-13 | 2012-01-04 | 马赫 | Stereoscopic public traffic system |
| CN102505594B (en) * | 2011-10-17 | 2015-03-04 | 应国珍 | Overhead urban public transportation lane |
| CN102817295B (en) * | 2012-04-28 | 2014-10-01 | 梁育元 | Stereoscopic crossroad parking multi-station through linkage hinge type pendulum flyover |
| CN202559202U (en) * | 2012-05-08 | 2012-11-28 | 北京大学 | Road network optimizing overpass |
| CN102660914A (en) * | 2012-05-18 | 2012-09-12 | 赵鹏 | Crossroad barrier-free all-direction combined type transportation junction |
| CN203049395U (en) * | 2012-12-26 | 2013-07-10 | 北京大学 | Road system for achieving quasi-rail transit |
-
2013
- 2013-01-17 CN CN 201320026165 patent/CN203049395U/en not_active Expired - Fee Related
- 2013-01-17 CN CN201310016977.8A patent/CN103898820B/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103898820A (en) * | 2012-12-26 | 2014-07-02 | 北京大学 | Quasi rail transit road system |
| CN103643607A (en) * | 2013-12-05 | 2014-03-19 | 北京大学 | Totally-closed full-interchange rapid public transport road system |
| CN103643607B (en) * | 2013-12-05 | 2016-04-06 | 北京大学 | Totally-enclosed full-overpass bus rapid transit approach system |
| CN104032633A (en) * | 2014-06-09 | 2014-09-10 | 北京大学 | Traffic organization and operation system for subway station complex |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103898820A (en) | 2014-07-02 |
| CN103898820B (en) | 2017-04-19 |
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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: 20130710 Termination date: 20180117 |
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| CF01 | Termination of patent right due to non-payment of annual fee |