CN109137978A - A kind of subway transfer station transfer node station hall layer is without rod structure - Google Patents
A kind of subway transfer station transfer node station hall layer is without rod structure Download PDFInfo
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- CN109137978A CN109137978A CN201811126728.3A CN201811126728A CN109137978A CN 109137978 A CN109137978 A CN 109137978A CN 201811126728 A CN201811126728 A CN 201811126728A CN 109137978 A CN109137978 A CN 109137978A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
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Abstract
The invention discloses a kind of subway transfer station transfer node subway concourses without rod structure, including top plate (1), middle plate (9), bottom plate (8) and side wall (3), the top plate (1) and middle plate (9) form the intermediate station hall layer without column, the top plate (1) includes side top plate and middle part top plate, the height of the middle part top plate is higher than the height of side top plate, chooses high space reduction thickness of earth covering to be formed;Be equipped at the middle part top plate is in netted cross beam (5), the cross beam (5) include end be placed in it is several orthogonal across beam and vertical bridge on the side wall (3), to increase the intensity of top plate (1).Subway transfer station transfer node subway concourse of the invention is without rod structure, and no column subway concourse is conducive to passenger flow and dredges, and vision is open, increased cross beam and chooses high top plate and enhances the force stability of top structure.
Description
Technical field
The invention belongs to subway transfer station technical fields, more particularly, to a kind of subway transfer station transfer node
Subway concourse is without rod structure.
Background technique
Subway station is made of station layer, station hall layer, mechanical floor and entrance.Subway platform is distributed feelings according to route
Condition, and can be divided into: an island platform, side platform and hybrid platform., for passenger's boarding, the place changed to and waited is answered for it
Guarantee that passenger is easy to use, safety promptly passes in and out station, and have good ventilation, illuminates, health, and fire equipment etc. gives trip
Visitor provides comfortable, clean environment.
Subway station includes station hall layer and station layer, is divided into two layers of station and three layers of station according to the quantity of station layer, stands
For platform layer for getting on or off the bus, station hall layer includes entrance, ticketing, ticket checking, safety inspection and automation services equipment etc.,
In metno station design, platform width is generally determined according to the volume of the flow of passengers, station structure form can according to platform width
It is designed as single-column, twin columns, without column several types.
And the transfer station volume of the flow of passengers is often very big, the vertical pillar in station, which can dredge passenger flow, to be had some impact on, together
Shi Genghui influences visual effect and beauty.
Summary of the invention
Aiming at the above defects or improvement requirements of the prior art, the present invention provides a kind of subway transfer station transfer node station
Without rod structure, the station hall layer that middle plate is formed in top plate is no column station hall layer in the Room, makes to regard on the basis of not increasing project cost
Feel that space is open in perception, vision permeability is good, in addition also helps passenger flow and dredge;Top plate includes side top plate and middle part top plate,
It is in netted cross beam that middle part top plate bottom, which is equipped with, and cross beam includes, to enhance the intensity of top plate, guaranteeing across beam and vertical bridge
Its stability under loading.
To achieve the goals above, the present invention provides a kind of subway transfer station transfer node subway concourse without rod structure, including
Top plate, middle plate, bottom plate and side wall, the top plate and middle plate form the intermediate station hall layer without column;
The top plate includes side top plate and middle part top plate, and the height of the middle part top plate is higher than the height of side top plate, with shape
Reduce thickness of earth covering at high space is chosen;Being equipped at the middle part top plate is in netted cross beam, and the cross beam includes end
Be placed in it is several orthogonal across beam and vertical bridge on the side wall, to increase the intensity of top plate.
Further, described to match across the span of beam and vertical bridge and the length and width of middle part top plate, the middle part top
The size of plate is determined according to thickness of earth covering and subway concourse size.
Further, the bottom of the top plate is equipped with several top beams for being used to support the top plate.
Further, the bottom of the middle plate is equipped with several middle stringers.
Further, the top of the bottom plate is equipped with several bottom girders.
Further, what the top plate and middle plate formed station hall layer is surrounded by several frame columns.
Further, the surrounding of the station layer formed between the middle plate and bottom plate and centre are equipped with several frame columns.
Further, the frame column of the station layer surrounding and the frame column of the station hall layer are located along the same line.
Further, the transverse and longitudinal span 3m~4m for the middle part top plate raised.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, can obtain down and show
Beneficial effect:
(1) for subway transfer station transfer node subway concourse of the present invention without rod structure, the station hall layer that middle plate is formed in top plate is nothing
Column station hall layer, makes that space is open in vision perception, vision permeability is good on the basis of not increasing project cost, in addition also
It is dredged conducive to passenger flow;Top plate includes side top plate and middle part top plate, and it is in netted cross beam, cross beam packet that middle part top plate bottom, which is equipped with,
It includes across beam and vertical bridge, to enhance the intensity of top plate, guarantees its stability under loading.
(2) subway transfer station transfer node subway concourse of the present invention is without rod structure, across beam vertical bridge span in
The length and width of portion's top plate match, and the size of middle part top plate is determined according to the size of earthing and subway concourse, to be set according to subway concourse size
The region that meter top is raised guarantees top structure stability under loading.
(3) subway transfer station transfer node subway concourse of the present invention is surrounded by Vierendeel girder, platform without rod structure, station hall layer
The surrounding and centre of layer are equipped with Vierendeel girder, to enhance integrally-built stability, the Vierendeel girder and station layer of station hall layer surrounding
The Vierendeel girder of surrounding be located along the same line, to provide stable support for station hall layer.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram of the subway transfer station transfer node subway concourse without rod structure of the embodiment of the present invention;
Fig. 2 is the face the A-A cross-sectional view of Fig. 1;
Fig. 3 is the face the B-B cross-sectional view of Fig. 1.
In all attached drawings, identical label indicates same structure or part, in which: 1- top plate, 2- top beam, the side 3-
Wall, 4- frame column, 5- cross beam, 6- center pillar beam, 7- bottom girder, 8- bottom plate, plate in 9-.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not
For limiting the present invention.As long as in addition, technical characteristic involved in the various embodiments of the present invention described below that
Not constituting conflict between this can be combined with each other.
Fig. 1 is a kind of schematic diagram of the subway transfer station transfer node subway concourse without rod structure of the embodiment of the present invention.Fig. 2 is figure
1 face A-A cross-sectional view.Fig. 3 is the face the B-B cross-sectional view of Fig. 1.As shown in Figure 1, Figure 2 and Figure 3, transfer node station hall layer is without column knot
Structure includes top plate 1, top beam 2, side wall 3, frame column 4, cross beam 5, center pillar beam 6, bottom stringer board 7, bottom plate 8 and middle plate 9, changes to vehicle
It stands including station hall layer and station layer, two layers of transfer station include a waiting hall layer and one layer of station layer, and three layers of transfer station include
One waiting hall layer and two layers of station layer;Top plate 1, middle plate 9 and bottom plate 8 are arranged in parallel between the side wall 3 of surrounding, and two layers are changed
Include plate 9 in one layer in boarding station, include plate 9 in two layers in three layers of transfer station, top plate 1 is set to the top of side wall 3.Top plate 1
Including side top plate and middle part top plate two parts, the height of middle part top plate is higher than the height of side top plate, and the height of middle part top plate is too high,
So that the earthing at the top of it reduces, to reduce top plate stress.
The vertical top plate 1 of frame column 4, middle plate 9 and bottom plate 8 are arranged, and the frame column 4 between top plate 1 and middle plate 9 is set to subway concourse
The surrounding of layer is used to support top plate 1, and station hall layer structures such as intermediate five columns in addition to surrounding frame column 4 are subway concourse without column knot
Structure, makes that space is open in vision perception, vision permeability is good on the basis of not increasing project cost, in addition also helps visitor
Stream is dredged;Several frame columns, the frame in addition to being set to station layer surrounding are equipped between middle plate 9 and bottom plate 8 or in two layers between plate 9
Column is also set to the frame column among station layer, is used to support the structure of middle plate 9 and 9 or more middle plate;Preferably, it is set to station layer
It the frame column of surrounding and is located along the same line set on the frame column of station hall layer surrounding.
The bottom of top plate 1 is equipped with several top beams 2, and top beam 2 is used to support top plate 1, enhances the stability of station hall layer;In
The bottom of plate 9 is equipped with several middle stringers 6, is used to support middle plate 9, enhances the stability of station layer and station hall layer.
Preferably, in the present embodiment, cross beam 5 is set at the top plate of middle part, cross beam 5 includes orthogonal across beam
It with vertical bridge, is placed on side wall 3 across the end of beam and vertical bridge, further, the vertically and horizontally span across beam is according to station
The size in the Room determines, to meet top plate force request.
Further, the transverse and longitudinal span 3m~4m for the middle part top plate raised, it is therefore preferable to 3.5m, in reasonable stress
Within the scope of the middle part top plate raised is set.
Be mutually perpendicular to it is spaced form reticular supporting structure in the bottom of middle part top plate across beam and vertical bridge, be used for
The top plate for raising setting for no column and having done provides stable support, guarantees the stability of structure.
Further, the top of bottom plate 8 is equipped with several bottom girders 7, for reinforcing the intensity of bottom plate.
As it will be easily appreciated by one skilled in the art that the foregoing is merely illustrative of the preferred embodiments of the present invention, it is not used to
The limitation present invention, any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should all include
Within protection scope of the present invention.
Claims (9)
1. a kind of subway transfer station transfer node subway concourse is without rod structure, including top plate (1), middle plate (9), bottom plate (8) and side wall
(3), which is characterized in that the top plate (1) and middle plate (9) form the intermediate station hall layer without column;
The top plate (1) includes side top plate and middle part top plate, and the height of the middle part top plate is higher than the height of side top plate, to be formed
It chooses high space and reduces thickness of earth covering;Being equipped at the middle part top plate is in netted cross beam (5), and the cross beam (5) includes
End be placed in it is several orthogonal across beam and vertical bridge on the side wall (3), to increase the intensity of top plate (1).
2. a kind of subway transfer station transfer node subway concourse according to claim 1 is without rod structure, which is characterized in that described
Match across the span of beam and vertical bridge and the length and width of middle part top plate, the size of the middle part top plate according to thickness of earth covering and
Subway concourse size determines.
3. a kind of subway transfer station transfer node subway concourse according to claim 1 is without rod structure, which is characterized in that described
The bottom of top plate (1) is equipped with several top beams (2) for being used to support the top plate (1).
4. a kind of subway transfer station transfer node subway concourse described in any one of claim 1 to 3 is without rod structure, special
Sign is that the bottom of the middle plate (9) is equipped with several middle stringers (6).
5. a kind of subway transfer station transfer node subway concourse described in any one of claim 1 to 3 is without rod structure, special
Sign is that the top of the bottom plate (8) is equipped with several bottom girders (7).
6. a kind of subway transfer station transfer node subway concourse according to claim 1 is without rod structure, which is characterized in that described
What top plate (1) and middle plate (9) formed station hall layer is surrounded by several frame columns (4).
7. a kind of subway transfer station transfer node subway concourse is without rod structure according to claim 1 or 5, which is characterized in that
The surrounding of the station layer formed between the middle plate (9) and bottom plate (8) and centre are equipped with several frame columns (4).
8. a kind of subway transfer station transfer node subway concourse according to claim 7 is without rod structure, which is characterized in that described
The frame column of the frame column of station layer surrounding and the station hall layer is located along the same line.
9. a kind of subway transfer station transfer node subway concourse according to claim 1 or 2 is without rod structure, which is characterized in that
The transverse and longitudinal span 3m~4m for the middle part top plate raised.
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CN201811126728.3A CN109137978A (en) | 2018-09-26 | 2018-09-26 | A kind of subway transfer station transfer node station hall layer is without rod structure |
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CN201811126728.3A CN109137978A (en) | 2018-09-26 | 2018-09-26 | A kind of subway transfer station transfer node station hall layer is without rod structure |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112392070A (en) * | 2020-11-23 | 2021-02-23 | 北京城建设计发展集团股份有限公司 | Rail transit open cut method underground station major structure does not have post atress structure |
CN113152522A (en) * | 2021-03-09 | 2021-07-23 | 广州地铁设计研究院股份有限公司 | Arrangement structure of elevator in station hall |
CN114934543A (en) * | 2022-06-07 | 2022-08-23 | 广州地铁设计研究院股份有限公司 | Station transfer node structure and construction method thereof |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112392070A (en) * | 2020-11-23 | 2021-02-23 | 北京城建设计发展集团股份有限公司 | Rail transit open cut method underground station major structure does not have post atress structure |
CN113152522A (en) * | 2021-03-09 | 2021-07-23 | 广州地铁设计研究院股份有限公司 | Arrangement structure of elevator in station hall |
CN114934543A (en) * | 2022-06-07 | 2022-08-23 | 广州地铁设计研究院股份有限公司 | Station transfer node structure and construction method thereof |
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