CN101392482B - Arrangement method of public transit hub station under trestle - Google Patents
Arrangement method of public transit hub station under trestle Download PDFInfo
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- CN101392482B CN101392482B CN200810202374A CN200810202374A CN101392482B CN 101392482 B CN101392482 B CN 101392482B CN 200810202374 A CN200810202374 A CN 200810202374A CN 200810202374 A CN200810202374 A CN 200810202374A CN 101392482 B CN101392482 B CN 101392482B
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Abstract
The invention discloses a method for arranging a junction center station of public transportation under a viaduct, which is characterized in that when the space under the viaduct is divided into two sections by a railway or a river, the junction center station of public transportation is arranged under the viaduct; and the junction center station of public transportation is internally provided with a plurality of lanes and parking points, which are vertical to the direction of the viaduct. A pedestrian staircase is arranged at the edges of two sides where the bridge is partitioned, and the two sides of the junction center station of public transportation are provided with side walks which are parallel to the viaduct and connected with the pedestrian staircase. The method for arranging the junction center station of public transportation under the viaduct can relieve the difficulty of selecting site for the junction center station of public transportation in the center area of the city, improve the accessibility of the public transport of the periphery that spans the railways or rivers and bridges and increase the attraction of the public transportation; simultaneously, the method can also enhance the management on the space under the viaduct in the center area of the city and enhance the grade of the city.
Description
Technical field
The present invention relates to municipal field, be specifically related to a kind of arrangement method of public transit hub station under trestle.
Background technology
Conventional public transport junction, city is the important component part of urban public transportation system, and it reasonably is provided with and layout, helps alleviating the urban traffic imbalance between supply and demand.In recent years, the public transport cause in domestic many cities had obtained fast development, and indexs such as vehicle owning amount, public bus network, the passenger traffic volume all reach a record high.Yet the construction of urban public transport station but develops hysteresis, and Terminal Area Facilities land used lazy weight can not satisfy the requirement of public transport cause fast development to the public transport Terminal Area Facilities.Generally speaking, the normal addressing in public transport junction is perhaps adopted the form that combines with existed building at the relatively more spacious local independent Terminal Area Facilities of building.The public transport junction is not management objectives with the profit; This makes the public transport junction in the competition of economic benefit, usually be in a disadvantageous position; Conventional public transport junction more and more is difficult to implement construction land; Have a strong impact on public transit vehicle and entered the station and park, caused that further the public transport network layout is unreasonable, influenced the area coverage and whole service level of public transport.At present the public bus network in more domestic cities is to be public transport junction anchor point with the less non-major trunk roads roadside of the traffic volume, and the various facility conditions of these public transport junctions all fail to satisfy the national standard requirement.
On the other hand, along with the progressively development that Chinese Urbanization is built, the quantity of bridge and form are more and more in the down town, from beginning most to build the bridge on the river course, develop into present road overpass, urban road viaduct and Light Railway Bridge or the like.Because the obstruct of bridge pier column, the use in land used space, bridge lower part is restricted.And because do not have special administrative department and corresponding management method, space land used shortage management under the bridge in the city at present: the greenery patches is weedy because of unmanned maintenance under the bridge that has, and rubbish everywhere; The space has become homeless staff's residence under the bridge that has, and is in disorder; The space becomes pedlar's gathering ground under the bridge that has, and the rubbish foreign material arbitrarily abandon and unmanned cleaning.Generally, the general down shortage management of viaduct, social Public Parking has been built in the also popularization that has in recent years, but the service efficiency in space is generally lower under the viaduct.
Adopt the method that conventional public transport junction is set under the viaduct of downtown area; Not only can alleviate the not enough problem of public transportation hub station, downtown area land used; Also can strengthen the management in space under the viaduct of downtown area, improve urban environment, promote city taste.
Summary of the invention
The purpose of this invention is to provide a kind of arrangement method of public transit hub station under trestle, can alleviate the not enough situation of city conventional public transport junction land used, practice thrift urban land and use, strengthen bridge below land management.
To achieve these goals; Technical scheme of the present invention is following: public transport junction under a kind of viaduct is characterized in that when space under the viaduct is separated into two parts by railway or river, the public transport junction being set under viaduct; Be provided with runway and anchor point in this public transport junction; This runway is vertical with the viaduct direction with anchor point, and the place is provided with People's Bank of China's stair in both sides of the edge that bridge is cut off, is provided with the sidewalk parallel with viaduct in both sides, public transport junction and is connected with People's Bank of China stair.
Adopt arrangement method of public transit hub station under trestle of the present invention, can alleviate the situation of public transportation hub station, downtown area land used addressing difficulty, improve the transit accessibility of striding railway or river bridge periphery, improve the public transport attraction; Simultaneously, also can strengthen the management in space under the viaduct of downtown area, improve urban environment, promote city taste.
Description of drawings
Fig. 1 is a plane figure of the present invention
Fig. 2 is traffic organization figure of the present invention
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is elaborated.
A kind of arrangement method of public transit hub station under trestle; It is characterized in that when space under the viaduct is separated into two parts by railway or river; The public transport junction is set under viaduct, is provided with a plurality of runways and anchor point in this public transport junction, this runway is vertical with the viaduct direction with anchor point; The place is provided with People's Bank of China's stair in both sides of the edge that bridge is cut off, is provided with the sidewalk parallel with viaduct in both sides, public transport junction and is connected with People's Bank of China stair.Wherein anchor point wherein is provided with control room and passenger and waits a little around the bridge pier setting, and runway laterally arranges along anchor point.
As shown in Figure 1; Conventional public transport junction plane figure under a kind of viaduct, wherein 1 is runway and the anchor point of public transit vehicle in the junction, it is characterized in that this part space is between bridge pier; And its bridge clearance satisfies public transit vehicle traffic safety height, generally will be higher than 4 meters; 2 is the control room of public bus network, and the scheduler routine work of 1 or 2 public bus network is responsible in each control room; 3,4 be respectively the junction staff service depot and rest room, they all are to utilize under the bridge of failing to satisfy public transit vehicle driving safety height in the junction space to build; The 5th, the passenger waits a little, builds around bridge pier to form; 6 is cross walk, ensures pedestrian's street crossing safety; The 7th, pedestrian's stair, the pedestrian of junction offside can utilize pedestrian's stair discrepancy junction; 8 is the bicycle parking point of junction, and the passenger who arrives the junction by bike can with bicycle parking so far realize the convenient transfer of bicycle and conventional public transport; The 9th, both sides one-way road under the bridge, the traffic of public transit vehicle discrepancy junction can be used these two road; 10 is the sidewalk of both sides under the bridge, the 11st, and bridge pier.
Characteristics of the present invention are that the public transport junction is arranged on viaduct below, rather than on the independent vacant lot of a slice.And the restriction of land used scope under the bridge makes that the scale of public transport junction is less under the bridge, and the basic function that mainly satisfies bus dispatching requires and realizes changing to pedestrian, bicycle and is connected.Because the junction is provided in a side of the bridge below; Need consider requirement during design to the bridge headroom; According to the height of standard bus, public transport junction runway and parking area planted agent guarantee to be not less than 4 meters headroom requirement under the bridge, thereby ensure the safety that public transit vehicle goes and parks.The platform of every the circuit in public transport junction will guarantee at least 40 meters length, so the width of bridge also should be not less than 40 meters, to keep the normal operation of public bus network.Go as public transit vehicle and park land used in the space of satisfying public transit vehicle driving safety height between the bridge pier, and the space can be used for total activation chamber, staff rest room, bicycle parking point and land use for greening under the bridge of unmet public transit vehicle driving safety height.The passenger of public transport junction waits a little to build around bridge pier and forms under the elevated bridge, has not only guaranteed passenger safety but also effectively utilized the space.People's Bank of China's stair are being set between the public transport junction under bridge floor and the bridge, are making things convenient for pedestrian around the bridge public transport junction under the bridge of coming in and going out.In addition, the public transport junction is provided with the requirement that should satisfy " urban public transport station, field, factory's design specifications " (CJJ 15-87).
Fig. 2 has illustrated the traffic organization management method of conventional public transport junction case under the viaduct.The space is separated into two parts by railway or river A under the viaduct; Road has become dead end highway under the bridge of railway or river one side; And the both sides road is one-way street under the bridge of next-door neighbour's bridge side, and the traffic organization of public transport junction public transit vehicle can utilize this dead angle advantage under the viaduct of coming in and going out, and public transit vehicle arrives road B under the bridge through city inside road; Go along road B and to turn left to get into C when arriving under the viaduct conventional public transport junction C; The passenger waits and locates 5 and stop and put down the passenger in Fig. 1, and the staff dispatches a car after dispatching arrangement in the control room 2 in Fig. 1, and bus turns left to leave road D under the C entering bridge; Go along D at last and get into other roads in the city, the driving trace of conventional public transport junction C forms unidirectional counterclockwise circulation route under the public transit vehicle discrepancy viaduct; The pedestrian traffic tissue of public transport junction under the viaduct; The ground that railway that intersects with bridge or river have cut off the both sides pedestrians is current; Need near the separation place People's Bank of China's stair to be set in the junction; Make things convenient for the pedestrian public transport junction under the bridge of coming in and going out, the pedestrian can be through cross walk among pedestrian's stair E or Fig. 16 conventional public transport junction C under the viaduct that comes in and goes out; The bicycle traffic tissue of public transport junction under the viaduct; Under the condition of land used conditions permit; Utilize that the space is provided with the bicycle parking point under the bridge of unmet public transit vehicle driving safety height; The passenger who arrives junction C by bike can put F in bicycle parking with bicycle parking, realizes the convenient transfer of bicycle and bus.
Claims (5)
1. arrangement method of public transit hub station under trestle; It is characterized in that when space under the viaduct is separated into two parts by railway or river; The public transport junction is set under viaduct, is provided with a plurality of runways and anchor point in this public transport junction, this runway is vertical with the viaduct direction with anchor point; The place is provided with People's Bank of China's stair in both sides of the edge that bridge is cut off, is provided with the sidewalk parallel with viaduct in both sides, public transport junction and is connected with People's Bank of China stair.
2. arrangement method of public transit hub station under trestle as claimed in claim 1 is characterized in that anchor point centers on the bridge pier setting, wherein is provided with control room and passenger and waits a little, and runway laterally arranges along anchor point.
3. arrangement method of public transit hub station under trestle as claimed in claim 1; It is characterized in that place, public transport junction viaduct width is not less than 40 meters; A plurality of runways and anchor point are positioned at the space that overhead underbridge clearance is not less than 4 meters, and overhead underbridge clearance is lower than in 4 meters the space and also is provided with service depot and rest room.
4. arrangement method of public transit hub station under trestle as claimed in claim 3; It is characterized in that this public transport junction also is provided with the bicycle parking point; Be provided with cross walk between bicycle parking point and the sidewalk, also be provided with cross walk between sidewalk and service depot, the rest room.
5. arrangement method of public transit hub station under trestle as claimed in claim 1 is characterized in that public transit vehicle sails the entering junction into from next side line road of bridge, and protrusive entering opposite side road rolls away from when dispatching a car, and driving trace forms unidirectional counterclockwise circulation route.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810202374A CN101392482B (en) | 2008-11-06 | 2008-11-06 | Arrangement method of public transit hub station under trestle |
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| Application Number | Priority Date | Filing Date | Title |
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| CN200810202374A CN101392482B (en) | 2008-11-06 | 2008-11-06 | Arrangement method of public transit hub station under trestle |
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| Publication Number | Publication Date |
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| CN101392482A CN101392482A (en) | 2009-03-25 |
| CN101392482B true CN101392482B (en) | 2012-10-03 |
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| CN104992555B (en) * | 2015-07-22 | 2018-02-06 | 济南市市政工程设计研究院（集团）有限责任公司 | A kind of urban railway station is connected facility bus stop scale forecast method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1233691A (en) * | 1999-02-26 | 1999-11-03 | 何清民 | Method for building urban elevated road |
| CN1311374A (en) * | 2000-03-01 | 2001-09-05 | 洪超飞 | Set-up method for setting-up passenger station on expressway |
| CN1834351A (en) * | 2006-05-31 | 2006-09-20 | 董国良 | Zero commuter station structure of bus and zero transferring fast public traffic system |
| RU2296192C2 (en) * | 2003-04-30 | 2007-03-27 | Георгий Григорьевич Биркая | Road interchange |
-
2008
- 2008-11-06 CN CN200810202374A patent/CN101392482B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1233691A (en) * | 1999-02-26 | 1999-11-03 | 何清民 | Method for building urban elevated road |
| CN1311374A (en) * | 2000-03-01 | 2001-09-05 | 洪超飞 | Set-up method for setting-up passenger station on expressway |
| RU2296192C2 (en) * | 2003-04-30 | 2007-03-27 | Георгий Григорьевич Биркая | Road interchange |
| CN1834351A (en) * | 2006-05-31 | 2006-09-20 | 董国良 | Zero commuter station structure of bus and zero transferring fast public traffic system |
Non-Patent Citations (1)
| Title |
|---|
| JP特开2005-207087A 2005.08.04 |
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| CN101392482A (en) | 2009-03-25 |
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