CN202500067U - Double-layer high level bridge integrating bus rapid transit system - Google Patents
Double-layer high level bridge integrating bus rapid transit system Download PDFInfo
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- CN202500067U CN202500067U CN2012200718969U CN201220071896U CN202500067U CN 202500067 U CN202500067 U CN 202500067U CN 2012200718969 U CN2012200718969 U CN 2012200718969U CN 201220071896 U CN201220071896 U CN 201220071896U CN 202500067 U CN202500067 U CN 202500067U
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Abstract
A double-layer high level bridge integrating a bus rapid transit system comprises upper girders, upper approach bridges, high level pier columns, lower girders and lower bus rapid transit approach bridges, wherein the high level pier columns are arranged at center separators of a ground level road, the upper girders are arranged at the tops of the high level pier columns and are communicated with the ground level road through the upper approach bridges, and the lower girders are arranged in the middles of the high level pier columns and are connected with a bus rapid transit origin station and a bus rapid transit terminal station on the ground through the lower bus rapid transit approach bridges. Bus rapid transit stops and pedestrian bridges are arranged at certain intervals, and the bus rapid transit stops are erected in the middles of the high level pier columns, arranged on two sides of each lower girder and connected with the pedestrian bridges. Rapid buses and social vehicles run on different bridge floors of the same high level bridge respectively and are not mutually interfered during running, rapid and smooth transit can be truly realized, traffic functions are optimized, energy consumption and engineering cost are reduced, and land resources are saved.
Description
Technical field
The utility model relates to a kind of urban traffic viaduct, especially a kind of double-deck viaduct of gathering fast public traffic system.
Background technology
Fast public traffic system is on the road of special use, to open up independent track to reach current fast a kind of public transport mode.At present the mode of transportation that combines with urban viaduct of fast public traffic system has following two kinds of forms: a kind of is to open up independently the bus rapid transit track to reach the public transport mode of quick operation at the viaduct bridge floor; This kind form quick public transport and public vehicles go on same road plane; When bus keeps to the side to stop to receive or discharge passengers; Will intersect each other with other vehicle, have a strong impact on overall operation speed and the traffic safety on the viaduct.Also having a kind of is to build viaduct independently only as the public transport mode of dedicated bus lanes.Though this kind form has guaranteed the current fast of bus, be difficult to give full play to comprehensive benefit from practicing thrift aspects such as construction investment, comprehensive utilization soil and optimization communication function.
Summary of the invention
The utility model is to overcome the deficiency that exists in the above-mentioned prior art, and a kind of double-deck viaduct of gathering fast public traffic system is provided.The upper deck of bridge public vehicles that pass through; The current specially quick public transport vehicle of lower floor's bridge floor; The traffic that guarantees bus rapid transit and ground and upper strata does not produce mutual interference effect, combines overhead pedestrian crossing and fast bus station simultaneously, and the function of street and Public Transport Transfer is crossed by realization People's Bank of China.
The technical scheme that the utility model adopted is: it includes upper strata Liang Ti, upper strata access bridge, overhead pier stud, and overhead pier stud is arranged on the place, median strip of ground level road, and upper strata Liang Ti is arranged on overhead pier stud top, is communicated with ground level road through the upper strata access bridge; It also is provided with lower floor's beam body and lower floor's bus rapid transit access bridge, and said lower floor beam body is arranged on overhead pier stud middle part, is connected with field, ground quick public transport terminus station through lower floor's bus rapid transit access bridge; It whenever is provided with fast bus station and pedestrian overcrossing across a certain distance, and the both sides that fast bus station is erected at overhead pier stud middle part and is arranged in lower floor's beam body are connected with pedestrian overcrossing.
The boundary of fast bus station and lower floor's beam body is provided with isolated gate and passenger getting on/off is imported and exported.
Pedestrian overcrossing is provided with pedestrian overcrossing pier stud, outside People's Bank of China platform, outside People's Bank of China staircase and middle People's Bank of China platform, middle People's Bank of China staircase; The pedestrian overcrossing pier stud is arranged on the place, the non-isolation strip of machine of ground level road; Outside People's Bank of China paralell is located on pedestrian overcrossing pier stud and the overhead pier stud; Middle People's Bank of China paralell is located on the overhead pier stud and is arranged in described lower floor beam body bottom; Middle People's Bank of China platform both sides are communicated with outside People's Bank of China platform through middle People's Bank of China staircase, and outside People's Bank of China platform passes through outside People's Bank of China staircase and is communicated with the sidewalk, ground.
The interface port place of fast bus station and pedestrian overcrossing is provided with the ticketing spot.
Upper strata beam body supplies public vehicles current, and it is current that lower floor's beam body is specifically designed to quick public transport vehicle.
The beneficial effect of the utility model is: 1) quick public transport and public vehicles are in respectively on the bridge floor of different layers beam body of same viaduct; Do not disturb mutually in going, real realization is passed unimpeded fast, optimizes communication function; Reduce the exhaust emissions of vehicle, reduce energy consumption; 2) the two-layer beam body of viaduct share a substructure; Fast bus station and pedestrian overcrossing combination are provided with, and fast bus station need not be provided with the weather proof ceiling by the covering of upper strata beam body; Like this; Structures such as the common viaduct in upper strata and lower floor's fast public traffic system service bridge and fast bus station and People's Bank of China's overpass organically combine, and than they independent respectively settings, can reduce construction costs significantly.3) under the situation that overhead bridge pier pier shaft width remains unchanged, just can set up the special lane of fast public traffic system; Made full use of the central strip carrying space of ground level road; And the public transport platform is all built in the air; Take ground no longer in addition, effectively practiced thrift the valuable land resources in city, improved land utilization ratio.
Description of drawings
Fig. 1 is the elevational schematic view of the double-deck viaduct of the utility model set fast public traffic system.
Fig. 2 is A-A sectional view of Fig. 1.
Fig. 3 is B-B sectional view of Fig. 1.
Fig. 4 is the floor map of the fast bus station and the pedestrian overcrossing of the utility model.
Fig. 5 is the lower floor's bus rapid transit access bridge of the utility model and the floor map of field, quick public transport terminus station.
Label declaration among the figure: 1-upper strata Liang Ti; 1a-upper strata access bridge; 2-lower floor beam body; 2a-lower floor bus rapid transit access bridge; The overhead pier stud of 3-; Field, 4-quick public transport terminus station; The 5-fast bus station; The 5a-isolated gate; The 5b-passenger getting on/off is imported and exported; The 5c-ticketing spot; The 6-pedestrian overcrossing; 6a-pedestrian overcrossing pier stud; 6b-outside People's Bank of China platform; 6c-outside People's Bank of China staircase; People's Bank of China's platform in the middle of the 6d-; People's Bank of China's staircase in the middle of the 6e-; The median strip of 7-ground level road; The non-isolation strip of the machine of 8-ground level road.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is described further:
Extremely shown in Figure 5 like Fig. 1; The double-deck viaduct of the utility model set fast public traffic system; It includes upper strata beam body 1, upper strata access bridge 1a, overhead pier stud 3; Overhead pier stud 3 is arranged on 7 places, median strip of ground level road, and upper strata Liang Ti (1) is arranged on overhead pier stud (3) top, and (1a) is communicated with ground level road through the upper strata access bridge; It also is provided with lower floor's beam body 2 and the bus rapid transit access bridge 2a of lower floor, and said lower floor beam body 2 is arranged on overhead pier stud 3 middle parts, is connected with field, ground quick public transport terminus station 4 through the bus rapid transit access bridge 2a of lower floor; It whenever is provided with fast bus station 5 and pedestrian overcrossing 6 across a certain distance, and the both sides that said fast bus station 5 is erected at overhead pier stud 3 middle parts and is arranged in lower floor's beam body 2 are connected with pedestrian overcrossing 6.Fast bus station 5 is provided with isolated gate 5a and passenger getting on/off import and export 5b with the boundary of lower floor's beam body 2.Fast bus station 5 is slightly higher than lower floor's beam body 2, and is fair with the pedal of bus door.Pedestrian overcrossing 6 is provided with pedestrian overcrossing pier stud 6a, the platform 6b of outside People's Bank of China, the staircase 6c of outside People's Bank of China and the middle platform 6d of People's Bank of China, the middle staircase 6e of People's Bank of China; Pedestrian overcrossing pier stud 6a is arranged on 8 places, the non-isolation strip of machine of ground level road; The outside platform 6b of People's Bank of China is erected on pedestrian overcrossing pier stud 6a and the overhead pier stud 3; The middle platform 6d of People's Bank of China is erected on the overhead pier stud 3 and is arranged in lower floor beam body 2 bottoms; Middle People's Bank of China platform 6d both sides are communicated with the platform 6b of outside People's Bank of China through the middle staircase 6e of People's Bank of China, and the platform 6b of outside People's Bank of China is communicated with the sidewalk, ground through the staircase 6c of outside People's Bank of China.Fast bus station 5 is provided with ticketing spot 5c with the interface port place of pedestrian overcrossing 6.
Street pedestrian and passenger step on the outside staircase 6c of People's Bank of China and arrive the outside platform 6b of People's Bank of China from ground, the passenger gets into fast bus station 5 through ticketing spot 5c.The ticketing spot realize the passenger by bus with the function distinguishing of pedestrian's street crossing.The street pedestrian arrives the middle platform 6d of People's Bank of China down through the middle staircase 6e of People's Bank of China, and then through the platform 6b of outside People's Bank of China that the middle staircase 6e of People's Bank of China of opposite side arrives opposite side, arrives the sidewalk, ground down through the staircase 6c of outside People's Bank of China again.Quick public transport vehicle goes on lower floor's beam body 2 through the bus rapid transit access bridge 2a of lower floor from 4s, field, quick public transport terminus station, and the back passenger that arrives at a station imports and exports 5b through passenger getting on/off and gets on and off.Quick public transport carries out maintenance, maintenance and the oiling work of vehicle in field, quick public transport terminus station 4.Upper strata beam body 1 current public vehicles, lower floor's beam body 2 current quick public transports, ground is conventional urban road, and the three is separate, does not disturb mutually, combines fast bus station 5 and pedestrian overcrossing 6 simultaneously, and the function of street and Public Transport Transfer is crossed by realization People's Bank of China.
Claims (4)
1. double-deck viaduct of gathering fast public traffic system; It includes upper strata Liang Ti (1), upper strata access bridge (1a), overhead pier stud (3); Said overhead pier stud (3) is arranged on the median strip (7) of ground level road and locates; Said upper strata Liang Ti (1) is arranged on overhead pier stud (3) top, and (1a) is communicated with ground level road through the upper strata access bridge, it is characterized in that: it also is provided with lower floor's beam body (2) and lower floor's bus rapid transit access bridge (2a); Said lower floor's beam body (2) is arranged on overhead pier stud (3) middle part, is connected with field, ground quick public transport terminus station (4) through lower floor's bus rapid transit access bridge (2a); It whenever is provided with fast bus station (5) and pedestrian overcrossing (6) across a certain distance, and the both sides that said fast bus station (5) is erected at overhead pier stud (3) middle part and is arranged in lower floor's beam body (2) are connected with pedestrian overcrossing (6).
2. the double-deck viaduct of set fast public traffic system according to claim 1 is characterized in that: described fast bus station (5) is provided with isolated gate (5a) and passenger getting on/off import and export (5b) with the boundary of lower floor's beam body (2).
3. the double-deck viaduct of set fast public traffic system according to claim 1; It is characterized in that: described pedestrian overcrossing (6) is provided with pedestrian overcrossing pier stud (6a), outside People's Bank of China platform (6b), outside People's Bank of China staircase (6c) and middle People's Bank of China platform (6d), middle People's Bank of China staircase (6e); Pedestrian overcrossing pier stud (6a) is arranged on the non-isolation strip of machine (8) of ground level road and locates; Outside People's Bank of China's platform (6b) is erected on pedestrian overcrossing pier stud (6a) and the overhead pier stud (3); Middle People's Bank of China's platform (6d) is erected at overhead pier stud (3) and goes up and be arranged in described lower floor's beam body (2) bottom; Middle People's Bank of China's platform (6d) both sides are communicated with outside People's Bank of China platform (6b) through middle People's Bank of China staircase (6e), and outside People's Bank of China platform (6b) is communicated with the sidewalk, ground through outside People's Bank of China staircase (6c).
4. according to the double-deck viaduct of claim 1,2,3 described set fast public traffic systems, it is characterized in that: described fast bus station (5) is provided with ticketing spot (5c) with the interface port place of pedestrian overcrossing (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200718969U CN202500067U (en) | 2012-03-01 | 2012-03-01 | Double-layer high level bridge integrating bus rapid transit system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200718969U CN202500067U (en) | 2012-03-01 | 2012-03-01 | Double-layer high level bridge integrating bus rapid transit system |
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| Publication Number | Publication Date |
|---|---|
| CN202500067U true CN202500067U (en) | 2012-10-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2012200718969U Withdrawn - After Issue CN202500067U (en) | 2012-03-01 | 2012-03-01 | Double-layer high level bridge integrating bus rapid transit system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587234A (en) * | 2012-03-01 | 2012-07-18 | 杭州市交通规划设计研究院 | Double-deck viaduct bridge integrated with high-speed public traffic system |
| CN103061221A (en) * | 2013-01-14 | 2013-04-24 | 东南大学 | On-street bus rapid transit with efficient transfer |
| CN103866683A (en) * | 2012-12-17 | 2014-06-18 | 陈海水 | Bridge and road toll inspection station integration structure |
| CN104878670A (en) * | 2015-06-03 | 2015-09-02 | 煤炭工业合肥设计研究院 | Underground bus rapid transit road system applicable to intersection |
| CN108914759A (en) * | 2018-07-05 | 2018-11-30 | 中铁第四勘察设计院集团有限公司 | A kind of tramcar overhead station track beam structure overlapping overline bridge |
| CN112853911A (en) * | 2019-11-28 | 2021-05-28 | 比亚迪股份有限公司 | Double-layer structure bridge |
-
2012
- 2012-03-01 CN CN2012200718969U patent/CN202500067U/en not_active Withdrawn - After Issue
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587234A (en) * | 2012-03-01 | 2012-07-18 | 杭州市交通规划设计研究院 | Double-deck viaduct bridge integrated with high-speed public traffic system |
| CN102587234B (en) * | 2012-03-01 | 2014-04-30 | 杭州市交通规划设计研究院 | Double-deck viaduct bridge integrated with high-speed public traffic system |
| CN103866683A (en) * | 2012-12-17 | 2014-06-18 | 陈海水 | Bridge and road toll inspection station integration structure |
| CN103866683B (en) * | 2012-12-17 | 2017-04-26 | 陈海水 | Bridge and road toll inspection station integration structure |
| CN103061221A (en) * | 2013-01-14 | 2013-04-24 | 东南大学 | On-street bus rapid transit with efficient transfer |
| CN104878670A (en) * | 2015-06-03 | 2015-09-02 | 煤炭工业合肥设计研究院 | Underground bus rapid transit road system applicable to intersection |
| CN108914759A (en) * | 2018-07-05 | 2018-11-30 | 中铁第四勘察设计院集团有限公司 | A kind of tramcar overhead station track beam structure overlapping overline bridge |
| CN112853911A (en) * | 2019-11-28 | 2021-05-28 | 比亚迪股份有限公司 | Double-layer structure bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20121024 Effective date of abandoning: 20140430 |
|
| RGAV | Abandon patent right to avoid regrant |