CN108286262A - A kind of intelligence rail train ground stop basis structure, station and construction method - Google Patents
A kind of intelligence rail train ground stop basis structure, station and construction method Download PDFInfo
- Publication number
- CN108286262A CN108286262A CN201810191273.7A CN201810191273A CN108286262A CN 108286262 A CN108286262 A CN 108286262A CN 201810191273 A CN201810191273 A CN 201810191273A CN 108286262 A CN108286262 A CN 108286262A
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- Prior art keywords
- whole plate
- rail train
- intelligence rail
- train
- station
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
Abstract
The invention discloses provide a kind of intelligence rail train ground stop basis structure, station and construction method, 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 present invention 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 invention belongs to novel urban field of track traffic, and in particular to a kind of intelligence rail train ground stop basis structure,
Station and construction method.
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.
Invention content
For at least one of prior art disadvantages described above or Improvement requirement, the present invention provides a kind of intelligence rail train
Pair face stop basis structure, the basal layer of station structure column are whole plate foundation structure, and station structure column does not need isolated footing, i.e.,
Present situation road is directly anchored in without excavating on a large scale on whole plate basis, and the present invention can make full use of existing municipal administration
Road treated ground reduces stop basis and excavates, reduce project cost, save as intelligence rail train stop basis supporting course
Engineering time reduces the harmful effect to road traffic and natural environment.
To achieve the above object, according to one aspect of the present invention, a kind of intelligence rail train ground stop basis knot is provided
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, the second aspect according to the invention provides a kind of intelligence rail train ground station, including
Multiple structural columns and ceiling, the ceiling are connected to above the structural column, further include intelligence rail train ground station above-mentioned base
Plinth structure.
To achieve the above object, in terms of third according to the invention, a kind of intelligence rail train ground vehicle above-mentioned is provided
The construction method stood, includes the following steps,
S1：It is laid with the road cement rubble stabilized zone；
S2：It is laid with the whole plate basis, the train supercrust；
S3：The structural column bottom anchor is connected to the whole plate basis, is laid with personnel's walking layer；
Wherein, it in S2 steps, on the basis of the upper surface of the road cement rubble stabilized zone, is walked according to the personnel
Layer thickness H 3, the intelligence rail train floor height H1+H2 are less than or equal to the intelligence rail according to the thickness H on whole plate basis
The difference of train floor height H1+H2 and personnel walking layer thickness H 3, to determine the laying depth H on the whole plate basis,
Wherein H1 is the thickness of the train supercrust, and H2 is height of the intelligence rail train floor to the train supercrust.
Preferably, in S2 steps, the whole plate basis uses cast in situs technique.
Preferably, in S2 steps, check whether the whole plate basis meets while determining the whole plate base thickness H
Requirement for bearing capacity and antidumping requirement, the ratio of station resistance to tipping moment Mr/ tilting moments Mov is in the range of 1.1~2.0.
Above-mentioned preferred feature can be combined with each other as long as they do not conflict with each other.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, have below beneficial to effect
Fruit：
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 Example 1 and Example 2 of the present invention.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.As long as in addition, technical characteristic involved in the various embodiments of the present invention described below
It does not constitute a conflict with each other and can be combined with each other.The present invention is described in more detail With reference to embodiment.
As a kind of better embodiment of the present invention, as shown in Fig. 2, the present invention 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 is road water
Mud rubble stabilized zone 2 is located at the bottommost of entire foundation structure；The basal layer is whole plate basis 1, is used to support the ground at station
Surface member, the whole plate basis 1 are located at 2 upper surface of road cement rubble stabilized zone；The personnel walk layer positioned at described
The upper surface on whole plate basis 1, the passage for including get on and off passenger and station attendant；The train supercrust is located at
2 upper surface of road cement rubble stabilized zone and the side for being located at the whole plate basis 1, intelligence rail train 5 are started in the row
Vehicle supercrust；6 quantity of structural column at station is multiple, is all not provided with isolated footing, but is anchored on the whole plate basis 1,
Load-carrying members are uniquely descended in the whole plate basis 1 as the structural column 6.In terms of middle freight volume rail traffic station construction,
Using the whole plate basis, station structure column need not be arranged independent concrete pile foundation, can be substantially reduced due to independence
Pavement excavation depth caused by embedded depth of foundation relatively depth does not destroy road cement rubble stabilized zone and lower section municipal pipeline, to
It reduces project cost and saves construction period, achieve the purpose that the economic and environmental-friendly of engineering；Whole plate basis has certain
Area and weight, have preferable resistance to capsizing, especially in coastal more typhoon regions, whole plate basis make total jointly by
Power, 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 present invention, the present invention provides a kind of intelligence rail train ground station, including more
A structural column 6 and ceiling (not shown), the ceiling be connected to the top of the structural column 6, further includes intelligence rail train above-mentioned
Face stop basis structure.The width and length on the whole plate basis 1 are more than the width and length of the ceiling, to provide certain face
The antidumping basis of product and weight.
As the third better embodiment of the present invention, the present invention provides a kind of intelligence rail train ground station above-mentioned
Construction method 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, and the ratio of station resistance to tipping moment Mr/ tilting moments Mov of the invention is up to 1.1~2.0.
The intelligence rail train ground stop basis structure of the present invention and station, in addition to can be used for creating ground and newly-built station
Outside, it 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, need first to drip
Green concrete road surface 4 carries out local excavation, and basic 1 cutting depth of the whole plate is not destroy road cement rubble stabilized zone 2
Then principle executes subsequent handling again.
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, not to
The limitation present invention, all within the spirits and principles of the present invention made by all any modification, equivalent and improvement etc., should all include
Within protection scope of the present invention.
Claims (10)
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.
8. the construction method at intelligence rail train ground station as claimed in claim 7, it is characterised in that：Include the following steps,
S1：It is laid with the road cement rubble stabilized zone (2)；
S2：It is laid with the whole plate basic (1), the train supercrust；
S3：The structural column (6) bottom anchor is connected to the whole plate basic (1), is laid with personnel's walking layer；
Wherein, it in S2 steps, on the basis of the upper surface of the road cement rubble stabilized zone (2), is walked according to the personnel
Layer thickness H 3, intelligence rail train (5) the floor level H1+H2 are less than or equal to institute according to the thickness H of the whole plate basic (1)
The difference for stating intelligence rail train (5) floor level H1+H2 and personnel walking layer thickness H 3, to determine that the whole plate is basic (1)
Laying depth H, wherein H1 be the train supercrust thickness, H2 be the intelligence rail train (5) floor to the train road
The height of face layer.
9. the construction method at intelligence rail train ground station as claimed in claim 8, it is characterised in that：It is described whole in S2 steps
Plate basis (1) uses cast in situs technique.
10. the construction method at intelligence rail train ground station as claimed in claim 8, it is characterised in that：In S2 steps, in determination
Check whether the whole plate basic (1) meets requirement for bearing capacity and antidumping requirement while described whole plate basis (1) thickness H,
The ratio of station resistance to tipping moment Mr/ tilting moments Mov is in the range of 1.1~2.0.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810191273.7A CN108286262A (en) | 2018-03-08 | 2018-03-08 | A kind of intelligence rail train ground stop basis structure, station and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810191273.7A CN108286262A (en) | 2018-03-08 | 2018-03-08 | A kind of intelligence rail train ground stop basis structure, station and construction method |
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| CN108286262A true CN108286262A (en) | 2018-07-17 |
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| CN201810191273.7A Pending CN108286262A (en) | 2018-03-08 | 2018-03-08 | A kind of intelligence rail train ground stop basis structure, station and construction method |
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