CN204282231U - Tram overhead station - Google Patents
Tram overhead station Download PDFInfo
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- CN204282231U CN204282231U CN201420736221.0U CN201420736221U CN204282231U CN 204282231 U CN204282231 U CN 204282231U CN 201420736221 U CN201420736221 U CN 201420736221U CN 204282231 U CN204282231 U CN 204282231U
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- rail beam
- bent cap
- station
- tram
- overhead station
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Abstract
The utility model discloses a kind of tram overhead station, comprise pile foundation, cushion cap, pier stud, bent cap and rail beam, cushion cap, pier stud and bent cap are located in pile foundation successively, pier stud and bent cap form T-shaped, rail beam is located on bent cap, the outrigger base of rail beam both sides is erected with platform slab, and the width of bent cap is less than the width of rail beam.The light structure of the utility model tram overhead station and handsome in appearance.
Description
Technical field
The utility model relates to bridge construction field, particularly relates to a kind of tram overhead station.
Background technology
Tram adopts driven by power and the light-duty little marshalling rail traffic vehicles travelled in orbit.Tram is a kind of public transport, also known as streetcar or abbreviation electric car, belongs to the one of light railway.Because electric car promotes relation with electric power, vehicle can not discharging waste gas, because of but a kind of free of contamination environmental protection vehicles.In recent years, tram, as a kind of novel urban track traffic mode, obtains swift and violent development.The station of tram is different from general track traffic station, is mostly station, ground, and minority is overhead station.When adopting overhead station, the structure at station also needs simple as much as possible.
But, current tram overhead station is mostly with reference to urban rail transit elevated Station Design, the structures such as rail beam, platform beams, building staircase, pedestrian overcrossing, awning post are all very complete and each ingredient all independently can bear corresponding function, thus existing tram overhead station form of structure is complicated, the scale of construction is too large, and reply design is optimized.
Therefore, be necessary to provide a kind of light structure and tram overhead station attractive in appearance to overcome above-mentioned defect.
Utility model content
It is simple that the purpose of this utility model is to provide a kind of structure, tram overhead station handsome in appearance.
To achieve these goals, the utility model provides a kind of tram overhead station, comprise pile foundation, cushion cap, pier stud, bent cap, rail beam, overline bridge and sky bridge strut, cushion cap, pier stud and bent cap are located in pile foundation successively, pier stud and bent cap form T-shaped, rail beam is located on bent cap, the outrigger base of rail beam both sides is erected with platform slab, one end of overline bridge is connected with platform slab and by the overline bridge shore supports be located on bent cap, the other end of overline bridge supports by being arranged on ground sky pier column, and the width of rail beam is less than the width of bent cap.
Preferably, rubber spacer is equipped with in the region of the top of rail beam between two platform slab.This rubber spacer can offset the difference in height between overline bridge and track back, thus facilitates pedestrian's street crossing.
Preferably, the width of rubber spacer is identical with the width of overline bridge.
Preferably, sky bridge strut is near the center line of vehicle line.
Preferably, platform slab is skewed near sky bridge portion.This skewed platform slab can form a ramp, counteracts the difference in height of part platform slab and flyover deck.
Preferably, the bilateral symmetry of rail beam is provided with the column of a pair supporting station platen.
Preferably, support pinner is provided with between rail beam and bent cap.
Compared with prior art, on the one hand, because the platform structure of tram is fairly simple, on station layer, load is less, and the rail beam and platform beams of bearing difference in functionality are made an overall structure and set up platform slab on the outrigger base of rail beam by the utility model, eliminate platform beams, thus under the prerequisite meeting using function, simplify platform beams structure, make this structure laterally and vertical on optimize the physical dimension of platform beams, and then reduce the scale of construction at station.On the other hand, due to overline bridge be positioned at the end at station and platform slab on the outrigger base of rail beam, do not need upright supports on bent cap, thus can cut arbitrarily it, after part platform slab is cut, the edge of platform slab to interval beam is stretched in one end of overline bridge, greatly can reduce the width of bent cap like this, thus beautify the architectural image at station greatly.Again on the one hand, present invention saves construction costs, optimize the architectural image of overhead station, and structural safety is reliable, has good social benefit and economic benefit, can widely popularize in tram engineering.
By following description also by reference to the accompanying drawings, the utility model will become more clear, and these accompanying drawings are for explaining embodiment of the present utility model.
Accompanying drawing explanation
Fig. 1 is the layout plan of tram overhead station of the present utility model.
Fig. 2 is the generalized section of tram overhead station of the present utility model.
Fig. 3 is the structure for amplifying schematic diagram of the part A of tram overhead station of the present utility model.
Fig. 4 is the structural representation of the tram overhead station of the present utility model not connecing overline bridge.
Detailed description of the invention
With reference now to accompanying drawing, describe embodiment of the present utility model, element numbers similar in accompanying drawing represents similar element.
As Figure 1-3, the tram overhead station of the present embodiment comprises pile foundation 10, cushion cap 11, pier stud 12, bent cap 13, column 14, rail beam 15, overline bridge 16 and sky bridge strut 17.Cushion cap 11, pier stud 12 and bent cap 13 are located in pile foundation 10 successively, pier stud 12 and bent cap 13 form T-shaped, rail beam 15 is located on bent cap 13 and the width of rail beam 15 is less than the width of bent cap 13, be provided with between rail beam 15 and bent cap 13 and support pinner 21, multiple column 14 is located at for supporting station platen 18 on rail beam 15, and the outrigger base 151 of rail beam 15 both sides is erected with platform slab 18.One end of overline bridge 16 is connected with platform slab 18 and is supported by the sky bridge strut 17 be located on bent cap 13, and the other end of overline bridge 16 supports by being arranged on ground sky pier column 19.It bridge strut 17 is near the center line of vehicle line.Platform slab 18 is in skewed, and this skewed platform slab can form a ramp, counteracts the difference in height of part platform slab 18 and 16, overline bridge.The top of rail beam 15 is equipped with rubber spacer 20 in the region between two platform slab 18, the width of rubber spacer 20 is identical with the width of overline bridge 16, this rubber spacer 20 can offset the difference in height between overline bridge 16 and rail beam 15 top, thus facilitates pedestrian's street crossing.
In addition, be understandable that, as shown in Figure 4, also having a kind of embodiment can simplify the structure of tram overhead station, is namely also that rail beam and platform beams are made an overall structure.With above-described embodiment unlike, do not connect overline bridge in this embodiment.Particularly, the tram overhead station bridge of this embodiment comprises pile foundation 30, cushion cap 31, pier stud 32, bent cap 33 and rail beam 34, and cushion cap 31, pier stud 32 and bent cap 33 are located in pile foundation 30 successively.Wherein, pier stud 32 and bent cap 33 form T-shaped.Rail beam 34 is located on bent cap 33, and the outrigger base 35 of rail beam 34 both sides is erected with platform slab 36.The width of bent cap 33 is less than the width of rail beam 34.Be provided with between rail beam 34 and bent cap 33 and support pinner 38, multiple column 37 is located on rail beam 34 for supporting station platen 36.
As seen from the above, for, first, first embodiment is compared to the structure at traditional urban rail transit elevated station, namely rail beam and platform beams are two structures of separating and independently bear corresponding function, in the present embodiment, traditional rail beam and platform beams are made an overall structure, and, in order to arrange platform slab on rail beam, the jib-length of rail beam increases, thus simplifies the structure of rail beam and platform beams, and then laterally and vertical on optimize physical dimension, reduce the scale of construction at station.Second, first embodiment is compared to second embodiment, overline bridge is goed deep into rail beam to interval beam edge by first embodiment, the width of cutting part platform slab, that is, some part as platform slab of overline bridge, invade the width of platform slab, so not only can shelve a day bridge strut, greatly can also reduce the length of bent cap, beautify the architectural image at station greatly.
More than in conjunction with most preferred embodiment, the utility model is described, but the utility model is not limited to the embodiment of above announcement, and should contain various carry out according to essence of the present utility model amendment, equivalent combinations.
Claims (7)
1. a tram overhead station, comprise pile foundation (10), cushion cap (11), pier stud (12) and bent cap (13), cushion cap (11), pier stud (12) and bent cap (13) are located in pile foundation (10) successively, pier stud (12) and bent cap (13) form T-shaped, it is characterized in that, also comprise rail beam (15), overline bridge (16) and sky bridge strut (17), rail beam (15) is located on bent cap (13), the outrigger base of rail beam (15) both sides is erected with platform slab (18), one end of overline bridge (16) is connected with platform slab (18) and is supported by the sky bridge strut (17) be located on bent cap (13), the other end of overline bridge (16) supports by being arranged on ground sky pier column (19), the width of rail beam (15) is less than the width of bent cap (13).
2. tram overhead station as claimed in claim 1, it is characterized in that, the region be positioned between two platform slab (18), top of rail beam (15) is equipped with rubber spacer (20).
3. tram overhead station as claimed in claim 2, it is characterized in that, the width of rubber spacer (20) is identical with the width of overline bridge (16).
4. tram overhead station as claimed in claim 3, is characterized in that, sky bridge strut (17) is near the center line of vehicle line.
5. the tram overhead station according to any one of claim 1-4, is characterized in that, platform slab (18) is skewed near the part of overline bridge.
6. tram overhead station as claimed in claim 5, it is characterized in that, the bilateral symmetry of rail beam (15) is provided with the column (14) of a pair supporting station platen (18).
7. tram overhead station as claimed in claim 6, is characterized in that, is provided with and supports pinner (21) between rail beam (15) and bent cap (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420736221.0U CN204282231U (en) | 2014-11-28 | 2014-11-28 | Tram overhead station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420736221.0U CN204282231U (en) | 2014-11-28 | 2014-11-28 | Tram overhead station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282231U true CN204282231U (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420736221.0U Active CN204282231U (en) | 2014-11-28 | 2014-11-28 | Tram overhead station |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012711A (en) * | 2016-07-18 | 2016-10-12 | 北京交通大学 | Straddle type monorail transit all-steel structure system |
| CN106143216A (en) * | 2016-07-08 | 2016-11-23 | 上海市城市建设设计研究总院 | Double-deck tramcar system |
| CN111877812A (en) * | 2020-07-15 | 2020-11-03 | 中铁工程设计咨询集团有限公司 | Elevated single-column station |
-
2014
- 2014-11-28 CN CN201420736221.0U patent/CN204282231U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106143216A (en) * | 2016-07-08 | 2016-11-23 | 上海市城市建设设计研究总院 | Double-deck tramcar system |
| CN106012711A (en) * | 2016-07-18 | 2016-10-12 | 北京交通大学 | Straddle type monorail transit all-steel structure system |
| CN111877812A (en) * | 2020-07-15 | 2020-11-03 | 中铁工程设计咨询集团有限公司 | Elevated single-column station |
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