CN208009464U - A kind of intelligence rail train ground stop basis structure and station - Google Patents
A kind of intelligence rail train ground stop basis structure and station Download PDFInfo
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- CN208009464U CN208009464U CN201820318962.5U CN201820318962U CN208009464U CN 208009464 U CN208009464 U CN 208009464U CN 201820318962 U CN201820318962 U CN 201820318962U CN 208009464 U CN208009464 U CN 208009464U
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- whole plate
- rail train
- intelligence rail
- station
- train
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Abstract
The utility model discloses provide a kind of intelligence rail train ground stop basis structure and station, the basal layer of station structure column is whole plate foundation structure, station structure column does not need isolated footing, i.e. to present situation road without excavating on a large scale, it is directly anchored on whole plate basis, the utility model can make full use of existing town road treated ground as intelligence rail train stop basis supporting course, stop basis is reduced to excavate, reduce project cost, engineering time is saved, the harmful effect to road traffic and natural environment is reduced.
Description
Technical field
The utility model belongs to novel urban field of track traffic, and in particular to a kind of intelligence rail train ground stop basis knot
Structure and station.
Background technology
Currently, national rail traffic is quickly grown, the system of rail traffic such as subway, magnetic suspension are with its large conveying quantity, preferable
Comfort, which attracts numerous cities, falls over each other to build, but its high cost and longer construction period are but also dirt is hoped not in many cities
And.Using intelligence rail train be the intelligent track fast freight system of core delivery vehicle have the construction period is short, infrastructure investment is small, city
The advantageous features such as city's adaptability is high, capacity of transportation is strong, are to take into account capacity and the middle freight volume Rail Transit System solution of investment.
Country's intelligence rail transport development at present is still in the starting stage, and industry construction criteria refers to modern tram more, and
Comparatively tramcar construction is then more biased towards subway standard.A kind of subway station as disclosed in patent document CN106320374A
Shown in steel pipe column and construction technology, referring to attached drawing 1, each station structure column is required for that independent concrete pile foundation is arranged,
Structural column needs to carry out depth excavation to existing ground, then hoisting structure column, it is also necessary to carry out a large amount of concrete fillings to pile foundation
Note, therefore cost is higher in terms of construction AT STATION, the construction period is longer, this and development efficiently, the intelligence rail traffic theory of economizing type
It is not inconsistent, hinders its development to a certain degree.
Utility model content
For at least one of prior art disadvantages described above or Improvement requirement, the utility model provides a kind of intelligence rail row
The basal layer of vehicle ground station foundation structure, station structure column is whole plate foundation structure, and station structure column does not need isolated footing,
It i.e. to present situation road without excavating on a large scale, is directly anchored on whole plate basis, the utility model can make full use of
Existing town road treated ground reduces stop basis and excavates, reduce engineering as intelligence rail train stop basis supporting course
Cost saves engineering time, reduces the harmful effect to road traffic and natural environment.
To achieve the above object, according to the one side of the utility model, a kind of intelligence rail train ground station base is provided
Plinth structure, including bottom supporting course, basal layer, personnel's walking layer and train supercrust；
The bottom supporting course is road cement rubble stabilized zone, is located at the bottommost of entire foundation structure；
The basal layer is whole plate basis, is used to support the ground member at station, the whole plate basis is located at the road
Cement stabilized macadam stabilized zone upper surface；
Personnel's walking layer is located at the upper surface on whole plate basis, for including get on and off passenger and station service
The passage of personnel；
The train supercrust is located at the road cement rubble stabilized zone upper surface and the side positioned at whole plate basis
Side, intelligence rail train are started in the train supercrust；
The structural column quantity at station is multiple, is all not provided with isolated footing, but is anchored on the basis of the whole plate, described
Load-carrying members are uniquely descended in whole plate basis as the structural column.
Preferably, the whole plate basis is armored concrete whole plate basis.
Preferably, it is equipped with built-in fitting in the armored concrete whole plate basis, the bottom of the structural column is pre-buried by this
Part is connected with armored concrete whole plate basis.
Preferably, on the basis of the upper surface of the road cement rubble stabilized zone, the thickness H on the whole plate basis is less than
Or the difference for layer thickness H 3 of walking equal to the intelligence rail train floor height H1+H2 and the personnel, wherein H1 are the train
The thickness of supercrust, H2 are height of the intelligence rail train floor to the train supercrust.
Preferably, personnel layer of walking is platform decorative layer, described in the component side surface on the whole plate basis is also arranged
Platform decorative layer.
Preferably, the train supercrust is asphalt concrete pavement.
To achieve the above object, according to the second aspect of the utility model, a kind of intelligence rail train ground station is provided,
Including multiple structural columns and ceiling, the ceiling is connected to above the structural column, further includes intelligence rail train ground vehicle above-mentioned
It stands foundation structure.
Above-mentioned preferred feature can be combined with each other as long as they do not conflict with each other.
In general, have the above technical solutions conceived by the present invention are compared with the prior art, with following
Beneficial effect：
1, in terms of middle freight volume rail traffic station construction, using the whole plate basis, station structure column need not be set
Independent concrete pile foundation is set, can be substantially reduced due to pavement excavation depth caused by isolated footing buried depth relatively depth, not break
Bad track road cement stabilized macadam stabilized zone and lower section municipal pipeline reach engineering to reduce project cost and save construction period
Economic and environmental-friendly purpose；
2, whole plate basis has certain area and weight, has preferable resistance to capsizing, especially in coastal more typhoons
Area, whole plate basis make the common stress of total, more reasonability, ensure structure safety, reach engineering high quality, safety
Purpose；
3, the thickness on whole plate basis has well adapted to vehicle floor height, is convenient for passenger getting on/off, without especially doing it
His measure ensures the smoothness got on or off the bus.
Description of the drawings
Fig. 1 is prior-art illustration；
Fig. 2 is the schematic diagram of the utility model embodiment 1 and embodiment 2.
Specific implementation mode
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.In addition, institute in the various embodiments of the present invention described below
The technical characteristic being related to can be combined with each other as long as they do not conflict with each other.With reference to embodiment to this
Utility model is further described.
As a kind of better embodiment of the utility model, as shown in Fig. 2, the utility model provides a kind of intelligence rail train
Ground station foundation structure, including bottom supporting course, basal layer, personnel's walking layer and train supercrust；The bottom supporting course
For road cement rubble stabilized zone 2, it is located at the bottommost of entire foundation structure；The basal layer is whole plate basis 1, is used to support
The ground member at station, the whole plate basis 1 are located at 2 upper surface of road cement rubble stabilized zone；Personnel's walking layer
Upper surface positioned at the whole plate basis 1, the passage for including get on and off passenger and station attendant；The train road
Face layer is located at 2 upper surface of road cement rubble stabilized zone and the side positioned at the whole plate basis 1, intelligence rail train 5 are started
In the train supercrust；6 quantity of structural column at station is multiple, is all not provided with isolated footing, but is anchored in the whole plate
On basis 1, load-carrying members are uniquely descended in the whole plate basis 1 as the structural column 6.It is built in middle freight volume rail traffic station
If aspect, using the described whole plate basis, independent concrete pile foundation need not be arranged in station structure column, can be substantially reduced by
The pavement excavation depth caused by isolated footing buried depth relatively depth does not destroy road cement rubble stabilized zone and lower section municipal administration pipe
Line achievees the purpose that the economic and environmental-friendly of engineering to reduce project cost and save construction period；Whole plate basis has
Certain area and weight has preferable resistance to capsizing, and especially in coastal more typhoon regions, whole plate basis makes total
Common stress, more reasonability ensure structure safety, achieve the purpose that engineering high quality, safety.
The whole plate basis 1 is armored concrete whole plate basis, it is preferred to use cast in situs technique, another way are work
Factory's precasting process.It is equipped with built-in fitting 7 in the armored concrete whole plate basis, the bottom of the structural column 6 passes through the built-in fitting 7
It is connected with armored concrete whole plate basis.The built-in fitting 7 is preferably the pre-embedded steel slab being connect with collar tie beam in whole plate basis,
It welds or is bolted with pre-embedded steel slab in 6 bottom of the structural column.
As shown in Fig. 2, on the basis of the upper surface of the road cement rubble stabilized zone 2, the thickness on the whole plate basis 1
H≤(5 floor level H1+H2 of intelligence rail train -3 height H3 of platform finishing layer), wherein H1 is the thickness of the train supercrust,
H2 is height of 5 floor of intelligence rail train to the train supercrust.The thickness on whole plate basis is with having well adapted to vehicle
Plate height is convenient for passenger getting on/off, ensures the smoothness got on or off the bus without especially doing other measures.
The personnel walk layer as platform decorative layer 3, and the component side surface on the whole plate basis 1 also arranges the platform dress
Adorn layer 3.The train supercrust is asphalt concrete pavement 4.
As another better embodiment of the utility model, the utility model provides a kind of intelligence rail train ground vehicle
It stands, including multiple structural columns 6 and ceiling (not shown), the ceiling is connected to 6 top of the structural column, further includes intelligence above-mentioned
Rail train ground stop basis structure.The width and length on the whole plate basis 1 are more than the width and length of the ceiling, to carry
For the antidumping basis of certain area and weight.
The construction method at intelligence rail train ground station above-mentioned, includes the following steps,
S1：It is laid with the road cement rubble stabilized zone 2；
S2：It is laid with the whole plate basis 1, the train supercrust；It inside S2 steps in no particular order sequentially, can be one in front and one in back
Or before one is latter, or construct simultaneously；
S3：6 bottom anchor of the structural column is connected to the whole plate basis 1, is laid with personnel's walking layer；S3 steps
Internal sequence in no particular order, can one in front and one in back or one it is latter before, or construct simultaneously.
Wherein, in S2 steps, on the basis of the upper surface of the road cement rubble stabilized zone 2, according to personnel's row
Layer thickness H 3, the 5 floor level H1+H2 of intelligence rail train are walked, according to thickness H≤(5 ground of intelligence rail train on the whole plate basis 1
Plate height H1+H2-3 height H3 of platform finishing layer), to determine that the laying depth H on the whole plate basis 1, wherein H1 are the row
The thickness of vehicle supercrust, H2 are height of 5 floor of intelligence rail train to the train supercrust.
In S2 steps, the whole plate basis 1 uses cast in situs technique.
In S2 steps, check whether the whole plate basis 1 meets carrying while determining the 1 thickness H of whole plate basis
Power requires and antidumping requirement, the ratio of the station resistance to tipping moment Mr/ tilting moments Mov of the utility model up to 1.1~
2.0。
The intelligence rail train ground stop basis structure of the utility model and station, in addition to can be used for creating ground and newly-built vehicle
It stands outer, can be also used for the transformation to existing road ground and set up intelligence rail train station, at this time in its construction method, it is first right to need
Asphalt concrete pavement 4 carries out local excavation, and basic 1 cutting depth of the whole plate is not to destroy road cement rubble stabilized zone 2
For principle, subsequent handling is then executed again.
As it will be easily appreciated by one skilled in the art that the above is only the preferred embodiment of the utility model only, not
To limit the utility model, any modification made within the spirit and principle of the present invention, equivalent replacement and change
Into etc., it should be included within the scope of protection of this utility model.
Claims (7)
1. a kind of intelligence rail train ground stop basis structure, including bottom supporting course, basal layer, personnel's walking layer and train road surface
Layer, it is characterised in that：
The bottom supporting course is road cement rubble stabilized zone (2), is located at the bottommost of entire foundation structure；
The basal layer is that whole plate is basic (1), is used to support the ground member at station, and the whole plate basic (1) is located at the road
Road cement stabilized macadam stabilized zone (2) upper surface；
Personnel's walking layer is located at the upper surface of the whole plate basic (1), for including get on and off passenger and station service people
The passage of member；
The train supercrust is located at the road cement rubble stabilized zone (2) upper surface and positioned at the whole plate basic (1)
Side, intelligence rail train (5) are started in the train supercrust；
Structural column (6) quantity at station is multiple, is all not provided with isolated footing, but is anchored in the whole plate basic (1), institute
It states whole plate basic (1) and uniquely descends load-carrying members as the structural column (6).
2. intelligence rail train ground stop basis structure as described in claim 1, it is characterised in that：The whole plate basic (1) is
Armored concrete whole plate basis.
3. intelligence rail train ground stop basis structure as claimed in claim 2, it is characterised in that：The armored concrete whole plate
Built-in fitting (7) is equipped in basic, the bottom of the structural column (6) passes through the built-in fitting (7) and the armored concrete whole plate base
Plinth is connected.
4. intelligence rail train ground stop basis structure as described in claim 1, it is characterised in that：With the road cement rubble
On the basis of the upper surface of stabilized zone (2), the thickness H of the whole plate basic (1) is less than or equal to intelligence rail train (5) floor height
The difference of H1+H2 and personnel walking layer thickness H 3 are spent, wherein H1 is the thickness of the train supercrust, and H2 is the intelligence rail
Train (5) floor to the train supercrust height.
5. intelligence rail train ground stop basis structure as described in claim 1, it is characterised in that：The personnel walk layer as station
The component side surface of platform decorative layer (3), the whole plate basic (1) also arranges the platform decorative layer (3).
6. intelligence rail train ground stop basis structure as described in claim 1, it is characterised in that：The train supercrust is drip
Green concrete road surface (4).
7. a kind of intelligence rail train ground station, including multiple structural columns (6) and ceiling, the ceiling are connected on the structural column
Side, it is characterised in that：It further include intelligence rail train ground stop basis structure as claimed in any one of claims 1 to 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820318962.5U CN208009464U (en) | 2018-03-08 | 2018-03-08 | A kind of intelligence rail train ground stop basis structure and station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820318962.5U CN208009464U (en) | 2018-03-08 | 2018-03-08 | A kind of intelligence rail train ground stop basis structure and station |
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| Publication Number | Publication Date |
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| CN208009464U true CN208009464U (en) | 2018-10-26 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286262A (en) * | 2018-03-08 | 2018-07-17 | 中铁第四勘察设计院集团有限公司 | A kind of intelligence rail train ground stop basis structure, station and construction method |
-
2018
- 2018-03-08 CN CN201820318962.5U patent/CN208009464U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286262A (en) * | 2018-03-08 | 2018-07-17 | 中铁第四勘察设计院集团有限公司 | A kind of intelligence rail train ground stop basis structure, station and construction method |
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