CN100532726C - Suspended ceiling free orbit traffic overhead station - Google Patents
Suspended ceiling free orbit traffic overhead station Download PDFInfo
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- CN100532726C CN100532726C CN 200710046193 CN200710046193A CN100532726C CN 100532726 C CN100532726 C CN 100532726C CN 200710046193 CN200710046193 CN 200710046193 CN 200710046193 A CN200710046193 A CN 200710046193A CN 100532726 C CN100532726 C CN 100532726C
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Abstract
The present invention relates to a non-ceiling elevated station of rail transit. The station consists of a platform layer and a station hall layer, the platform layer is composed of a rail beam and a platform beam which are arranged on a portal pier, the rail beam and the platform beam are shaped by laying with clean water concrete at one time and are used as the top plate of the station hall layer, and the seaming between the rail beam and the platform beam is processed with flexible waterproofing. Because the station adopts the clean water concrete process, and the rail beam and the platform beam are used as the top plate of the station hall layer, the top plate of the station hall layer and the relative beam column are required to be additionally arranged, thus not only the construction volume is reduced, but also the clear headroom of the station hall layer is upgraded. Meanwhile the station adopts the integrated structure system of the bridge construction, and the station building and the elevated bridge structure are combined together, thus, not only the structure system is straightforward, but also only the elevated bridge poles arranged at four corners of the public area exist in the public area, thereby, no pole on the panel obstructs the vien, and the clear headroom is raised again on the height, therefore resulting in the broader and the brighter of the inner layer part of the station hall, and increasing the comfort of the passenger.
Description
Technical field
The present invention relates to a kind of orbit traffic overhead station, especially a kind of station hall layer is not established the orbit traffic overhead station of furred ceiling.
Background technology
Existing orbit traffic overhead station generally comprises station layer and station hall layer.Station layer is arranged on the top, is supported by elevated bridge.Station hall layer is arranged on the below of station layer, and facilities such as gate, ticket booth, direction board are arranged, the form that adopts bridge construction to separate usually, and promptly the structure of station hall layer and elevated bridge structure break away from fully.
Existing station hall layer is made of civil engineering and finishing usually, and the furring material is generally coating, aluminium sheet, face brick, stone material, and finiss generally is made of furred ceiling, metope, ground, column.Public area domestic demand furred ceiling, headroom mostly is 3m.In order to lay the line and furred ceiling, need on station hall layer, perform top board, take into account rainproof function simultaneously.Therefore the inner space beam column is many.
The station hall layer of existing employing bridge construction unpack format has following shortcoming:
1. engineering construction interface many (civil engineering, finishing, installations), total long construction period.
2. build up maintenance, the upkeep cost height of operation back finishing.
3. because the inner space beam column is more, building is arranged narrower, and the numerous meeting of column obstruct the view, makes the passenger be not easy to find target direction.
Therefore, be necessary existing station building types is made improvements.
Summary of the invention
The object of the present invention is to provide a kind of easy construction, the maintenance expense is low and can improves the suspended ceiling free orbit traffic overhead station of the environment of taking.
For reaching above-mentioned purpose, the invention provides a kind of suspended ceiling free orbit traffic overhead station, constitute by station layer and station hall layer, described station layer comprises rail beam and the platform beam that is erected on the transom pier, described rail beam and platform beam are by cast-in-place one-shot forming of clear-water concrete and double as station hall layer top board, and the seam crossing between rail beam and platform beam is done the flexible water processing.
Above-mentioned orbit traffic overhead station, described platform beam are to lay the line in Π shape inside configuration space.
Above-mentioned orbit traffic overhead station, striding of described rail beam and platform beam is directly identical.
Above-mentioned orbit traffic overhead station, described station hall layer is provided with external wall at top board and ground at the end, and the seam crossing between external wall and rail beam and/or external wall and platform beam is made flexible water and is handled.
Above-mentioned orbit traffic overhead station, described station hall layer is provided with the public area, and transom pier is arranged on the space, bight of public area external wall.
Above-mentioned orbit traffic overhead station, described public area comprise non-paid area that is arranged on the middle part and the paid area that is arranged on two ends.
Above-mentioned orbit traffic overhead station, described rail beam and platform beam stride the footpath and public area length be 30 meters.
The present invention has following beneficial effect:
1. the present invention adopts the structural system of bridge construction unification, station structure and elevated bridge structure are combined, and rail beam and platform beam all are erected on the transom pier, and the footpath unification of striding of rail beam and platform beam is 30m, the platform beam is a Π shape structure, and the inner space is for laying the line usefulness.So not only structural system is simple, clear, has significantly reduced the quantity of station hall layer column, and has saved construction investment.
2. the station adopts clear-water concrete to build the top of the rail beam and the platform beam double as station hall layer of moulding, can no longer need the part of furred ceiling as finishing.Therefore there is not normally used station hall layer top board in the past in the station of the present invention.Owing to there has not been the station hall layer top board, can all simplifies the beam of roof supporting, post to fall, thereby can reduce construction volume simultaneously, shorten construction period, maintain also very convenient.
3. because the column in the station hall layer public area all is arranged on the corner, column is not set in addition in the public area, can stop passenger's sight line, make the passenger be easy to just find target direction.And because removed the top board of station hall layer, the clear height of station hall layer can reach about 4.5m.Do not had the column obstruct the view so in the plane, in height promoted clear height again, made station hall layer inside openr bright, improved passenger's comfort level.
Description of drawings
Fig. 1 is the drawing in side sectional elevation of orbit traffic overhead station of the present invention.
Fig. 2 is the plan view of station hall layer public area, station.
The specific embodiment
Be illustrated in figure 1 as suspended ceiling free orbit traffic overhead station of the present invention, constitute by station layer 1 and station hall layer 2.In the present embodiment, station layer 1 is that platform mediates, and both sides are the form of track.Be track in the middle of the present invention also can be applicable to, both sides are the form of platform.
As shown in Figure 1, this station layer 1 comprises rail beam 4 and the platform beam 5 that is erected on the transom pier 3, and platform beam 5 mediates, and rail beam 4 is in the both sides of platform beam 5 respectively.Rail beam 4 and platform beam 5 to stride the footpath identical, with 30 meters preferable, and adopt the cast-in-place one-shot forming of clear-water concrete.
The top board of this rail beam 4 and platform beam 5 double as station hall layers 2.Seam crossing between rail beam 4 and the platform beam 5 need be made flexible water and handle.In the present embodiment, the cross sectional shape of platform beam is that two sections Π shape structure 51 one are formed by connecting, and pipelining is in this Π shape structure 51.
Station hall layer is provided with external wall 6 at top board and ground at the end, and the seam crossing between external wall 6 and rail beam 4 is made flexible water and handled.
As shown in Figure 2, station hall layer is provided with public area 7, and column (being transom pier 3) is arranged on the space, bight of public area 7 external walls.Described public area comprises non-paid area 71 that is arranged on the middle part and the paid area 72 that is arranged on two ends.The public area length L is 30 meters.
Claims (7)
1. suspended ceiling free orbit traffic overhead station, constitute by station layer and station hall layer, described station layer comprises rail beam and the platform beam that is erected on the transom pier, it is characterized in that, described rail beam and platform beam are by cast-in-place one-shot forming of clear-water concrete and double as station hall layer top board, and the seam crossing between rail beam and platform beam is done the flexible water processing.
2. suspended ceiling free orbit traffic overhead station as claimed in claim 1 is characterized in that, described platform beam is a ∏ shape structure, lays the line in the inner space.
3. suspended ceiling free orbit traffic overhead station as claimed in claim 1 or 2 is characterized in that, striding of described rail beam and platform beam is directly identical.
4. suspended ceiling free orbit traffic overhead station as claimed in claim 3 is characterized in that, described station hall layer is provided with external wall at top board and ground at the end, and the seam crossing between external wall and rail beam and/or external wall and platform beam is made flexible water and handled.
5. suspended ceiling free orbit traffic overhead station as claimed in claim 4 is characterized in that described station hall layer is provided with the public area, and transom pier is arranged on the space, bight of public area external wall.
6. suspended ceiling free orbit traffic overhead station as claimed in claim 5 is characterized in that, described public area comprises non-paid area that is arranged on the middle part and the paid area that is arranged on two ends.
7. suspended ceiling free orbit traffic overhead station as claimed in claim 6 is characterized in that, described rail beam and platform beam stride the footpath and public area length be 30 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710046193 CN100532726C (en) | 2007-09-20 | 2007-09-20 | Suspended ceiling free orbit traffic overhead station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710046193 CN100532726C (en) | 2007-09-20 | 2007-09-20 | Suspended ceiling free orbit traffic overhead station |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101144261A CN101144261A (en) | 2008-03-19 |
| CN100532726C true CN100532726C (en) | 2009-08-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200710046193 Active CN100532726C (en) | 2007-09-20 | 2007-09-20 | Suspended ceiling free orbit traffic overhead station |
Country Status (1)
| Country | Link |
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| CN (1) | CN100532726C (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101870294B (en) * | 2010-06-28 | 2016-03-23 | 田耕 | Parallel elevated road station and elevated railway passenger station walk abreast the banded transport hub formed |
| CN103866700B (en) * | 2014-03-14 | 2016-02-24 | 中冶建筑研究总院有限公司 | The two suspension rod suspention widening structure of the platform that come into operation transformation |
| CN104477170A (en) * | 2014-12-19 | 2015-04-01 | 湖北工业大学 | Standard bridge type elevated station |
| CN104562919B (en) * | 2015-01-08 | 2016-06-08 | 中铁十五局集团有限公司 | The elevated station structure that a kind of station track separates |
| CN106004885B (en) * | 2016-07-22 | 2018-04-06 | 中国铁路设计集团有限公司 | Light rail assembled overhead station for highly seismic region |
| CN106917355B (en) * | 2017-03-10 | 2019-06-04 | 中建隧道建设有限公司 | A kind of construction method of track beam body |
| CN108203938A (en) * | 2018-03-20 | 2018-06-26 | 上海市城市建设设计研究总院（集团）有限公司 | Rail traffic side platform overhead station compound pipeline complex pipeline system |
| CN109458006A (en) * | 2018-12-13 | 2019-03-12 | 中铁第四勘察设计院集团有限公司 | A kind of combined highway and metro integral cast-in-situ frame-type overhead station and its construction method |
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2007
- 2007-09-20 CN CN 200710046193 patent/CN100532726C/en active Active
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| Publication number | Publication date |
|---|---|
| CN101144261A (en) | 2008-03-19 |
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