CN109403297A - A kind of inverter box flattens platform and preparation method thereof - Google Patents
A kind of inverter box flattens platform and preparation method thereof Download PDFInfo
- Publication number
- CN109403297A CN109403297A CN201811379712.3A CN201811379712A CN109403297A CN 109403297 A CN109403297 A CN 109403297A CN 201811379712 A CN201811379712 A CN 201811379712A CN 109403297 A CN109403297 A CN 109403297A
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- CN
- China
- Prior art keywords
- platform
- pipe pile
- prestressed concrete
- concrete pipe
- flattens
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/58—Prestressed concrete piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The present invention provides a kind of inverter box and flattens platform, including based on and the prestressed concrete pipe pile 1 of column and the platform of the prestressed concrete pipe pile upper end is set, the platform is reinforced concrete beam and plate, including landing beam and platform board 3, the landing beam is fixed on the upper end of the prestressed concrete pipe pile 1, and the platform board 3 is fixed on the landing beam.In addition, flattening the production method of platform the present invention also provides a kind of inverter box, this method process is simple, difficulty of construction is small, and short time limit, project amount are small.
Description
Technical field
It flattens platform and preparation method thereof the present invention relates to a kind of inverter box, belongs to fishing light complementation photovoltaic power generation project structure
Technical field.
Background technique
Photovoltaic power generation is the important component of national green energy construction, and fishing light complementation photovoltaic plant is then ground light
One of principal mode of overhead utility.
Traditional inverter box flattens platform using subsoil isolated footing or strip footing, is successively up steel from basis
Reinforced concrete column and reinforced concrete platform, platform generally use beam and slab type structure.Because of fishing light complementary terms purpose inverter box
The platform that flattens generally is arranged in fish pond adjacent edges, and basis is still located inside fish pond.Due to having water all the year round in fish pond, cause
Ground topsoil is generally silt soil, thus basic stock size is larger, buried depth is relatively deep to guarantee that foundation bearing capacity and ground are heavy
It drops while meeting the requirements.Water is generally required when construction all to drain, while silt soil is excavated, and is excavated and is completed after-pouring
Plain concrete cushion layer, then shuttering, bind reinforcement foundation, pour base concrete；Bind after the completion of foundation construction column and
Beam reinforced steel bar finally carries out column and beam slab concreting.Traditional scheme construction technology is relatively cumbersome, difficulty of construction is inclined
Greatly, especially when fish pond, bottom sludge soil is very thick, and when bearing capacity is very poor, difficulty of construction is bigger, and the construction period is longer.
Summary of the invention
The present invention provides a kind of inverter box and flattens platform to solve drawbacks described above and deficiency existing in the prior art
And preparation method thereof, which both can satisfy the bearing of inverter box change, while easy for construction, quick, and simplify construction
Process greatly accelerates the duration.
Flatten platform in order to solve the above technical problems, the present invention provides a kind of inverter box, including based on and column it is pre-
Prestressed concrete tubular pole and the platform that the prestressed concrete pipe pile upper end is arranged in, the platform are armored concrete
Contignation, including landing beam and platform board, the landing beam is fixed on the upper end of the prestressed concrete pipe pile, described
Platform board is fixed on the landing beam.
Further, the landing beam include 2 crossbeams and 2 attachment beams, 2 crossbeams with the pre- of same row is set
The top of prestressed concrete tubular pole is connected, and end is connected by 2 attachment beams.
Further, several secondary beams, the secondary beam and beam vertical and the attachment beam are equipped between 2 crossbeams
In parallel.
Further, fence is equipped at the platform surrounding edge.
Further, steel ladder is provided on the platform, the steel ladder extends to ground, for the upper lower platform of staff.
Further, the steel ladder is collapsible steel ladder.
It flattens the production method of platform the present invention also provides a kind of inverter box, which comprises the following steps:
Step 1, the production of prestressed concrete pipe pile；
Production place is measured, then the anchor point of true fixed pile is driven piles at anchor point, i.e. production is answered in advance
Power concrete tubular pile, the height of prestressed concrete pipe pile are greater than the height of fish pond water level line；
Step 2, after prestressed concrete pipe pile completes, the welded reinforcement on the pre-buried end plate at the top of pile foundation is used for
Connect prestressed concrete pipe pile and platform；
Template is arranged in stake top portion in step 3, and the arrangement of template includes the arrangement of landing beam, secondary beam, platform floor；Template
Arrangement carries out assembling reinforcement after completing, while burying to built-in fitting, and built-in fitting includes that inverter built-in fitting, case become pre-buried
Part, steel ladder built-in fitting；
Step 4, reinforcing bar and built-in fitting construction after the completion of carry out concreting, maintenance, prestressed concrete pipe pile it is upper
End is protruded into concrete platform, and apart from platform base 0.1m；
Step 5, steel ladder installation, steel ladder are connected to platform from roadside；
Step 6, the installation that inverter, case become.
Present invention advantageous effects achieved: a kind of inverter box provided by the invention flattens platform, using prestressing force
Concrete tubular pile replaces basis and column, and when production does not have earth moving, and vertical foundation forms, pours binding reinforcement foundation
The work of base concrete, also without standing model of the column, binding column reinforcing bar, the work for pouring column concrete.This contracts significantly
Subtract construction work amount, shortens the construction period.Meanwhile basis and column, concrete are replaced using prestressed concrete pipe pile
Dosage, amount of reinforcement are declined.It flattens the production method of platform the present invention also provides inverter box, this method process letter
List, difficulty of construction are small, and short time limit, project amount are small.
Detailed description of the invention
A specific embodiment of the invention is described in further detail with reference to the accompanying drawing.
The inverter box of Fig. 1 present invention flattens the overlooking structure diagram of platform；
The inverter box of Fig. 2 present invention flattens the left view structural representation of platform.
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings.Following embodiment is only used for clearly illustrating the present invention
Technical solution, and not intended to limit the protection scope of the present invention.
As shown in Figs. 1-2, the present invention provides a kind of inverter box and flattens platform, including based on and the prestressed concrete of column
Native tubular pole 1 and the platform that the prestressed concrete pipe pile upper end is arranged in, the platform are reinforced concrete girder slab knot
Structure, including landing beam and platform board 3, the landing beam are fixed on the upper end of the prestressed concrete pipe pile 1, the platform
Plate 3 is fixed on the landing beam.
The platform connects using based on prestressed concrete pipe pile with column, prestressed concrete pipe pile top and platform
It connects, platform uses reinforced concrete beam and plate, and inverter, box type transformer are located on reinforced concrete platform.Using side
After case, the inverter box platform that flattens reduces earth excavation and backfilling of earthwork amount, decreases the project amount on basis, including formwork
The techniques such as plate, reinforcing bar binding, casting concrete, while the construction technology of column is simplified, only include piling technique, reduces steel
The techniques such as muscle binding, casting concrete, the project amount of platform are basically unchanged.In view of fish pond photovoltaic project inverter box flattens platform
It is arranged in fish pond side, the work such as the earthwork, the construction of foundation forms are affected by fishpond water, existing using that can reduce after this programme
Field difficulty of construction.Therefore, it flattens platform for the inverter box of fishing light complementation photovoltaic project, after this programme, has both saved mixed
Solidifying soil dosage and steel flxer journey amount, in turn simplify the difficulty of site operation, reduce the construction period.
The landing beam includes 2 crossbeam 2 and 2 piece attachment beam 5,2 crossbeams 2 and the prestressing force that same row is arranged in
The top of concrete tubular pile 1 is connected, and end is connected by 2 attachment beams 5.Several secondary beams are equipped between 2 crossbeams 2
6, the secondary beam 6 is vertical with crossbeam 2, parallel with the attachment beam 5.It is equipped with fence 7 at the platform surrounding edge, increases platform
Security performance.Steel ladder 4 is provided on the platform, the steel ladder 4 extends to ground, for the upper lower platform of staff, institute
Stating steel ladder 4 is collapsible steel ladder.
It flattens the production method of platform the present invention also provides inverter box, comprising the following steps:
Step 1, the production of prestressed concrete pipe pile；
Production place is measured, then the anchor point of true fixed pile is driven piles at anchor point, i.e. production is answered in advance
Power concrete tubular pile, the height of prestressed concrete pipe pile are greater than the height of fish pond water level line；
Step 2, after prestressed concrete pipe pile completes, the welded reinforcement on the pre-buried end plate at the top of pile foundation is used for
Connect prestressed concrete pipe pile and platform；
Template is arranged in stake top portion in step 3, and the arrangement of template includes the arrangement of landing beam, secondary beam, platform floor；Template
Arrangement carries out assembling reinforcement after completing, while burying to built-in fitting, and built-in fitting includes that inverter built-in fitting, case become pre-buried
Part, steel ladder built-in fitting；
Step 4, reinforcing bar and built-in fitting construction after the completion of carry out concreting, maintenance, prestressed concrete pipe pile it is upper
End is protruded into concrete platform, and apart from platform base 0.1m；
Step 5, steel ladder installation, steel ladder are connected to platform from roadside；
Step 6, the installation that inverter, case become.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, several improvement and deformations can also be made, these improvement and deformations
Also it should be regarded as protection scope of the present invention.
Claims (7)
- The platform 1. a kind of inverter box flattens, it is characterised in that: including based on and the prestressed concrete pipe pile of column and setting Platform in the prestressed concrete pipe pile upper end, the platform be reinforced concrete beam and plate, including landing beam and Platform board, the landing beam are fixed on the upper end of the prestressed concrete pipe pile, and the platform board is fixed on the platform Liang Shang.
- The platform 2. inverter box according to claim 1 flattens, it is characterised in that: the landing beam includes 2 crossbeams and 2 Attachment beam, 2 crossbeams are connected with the top for the prestressed concrete pipe pile that same row is arranged in, and end passes through 2 companies Meet Liang Xianglian.
- The platform 3. inverter box according to claim 2 flattens, it is characterised in that: several are equipped between 2 crossbeams Secondary beam, it is the secondary beam and beam vertical, parallel with the attachment beam.
- The platform 4. inverter box according to claim 1 flattens, it is characterised in that: be equipped with and enclose at the platform surrounding edge Column.
- The platform 5. inverter box according to claim 1 flattens, it is characterised in that: steel ladder is provided on the platform, it is described Steel ladder extends to ground, for the upper lower platform of staff.
- The platform 6. inverter box according to claim 5 flattens, it is characterised in that: the steel ladder is collapsible steel ladder.
- The production method of platform 7. inverter box according to claim 1-6 flattens, which is characterized in that including following Step:Step 1, the production of prestressed concrete pipe pile；Production place is measured, then the anchor point of true fixed pile is driven piles at anchor point, i.e. production prestressing force is mixed Solidifying soil tubular pole, the height of prestressed concrete pipe pile are greater than the height of fish pond water level line；Step 2, after prestressed concrete pipe pile completes, the welded reinforcement on the pre-buried end plate at the top of pile foundation, for connecting Prestressed concrete pipe pile and platform；Template is arranged in stake top portion in step 3, and the arrangement of template includes the arrangement of landing beam, secondary beam, platform floor；Template arrangement Assembling reinforcement is carried out after the completion, while built-in fitting is buried, and built-in fitting includes inverter built-in fitting, case change built-in fitting, steel Terraced built-in fitting；Concreting, maintenance, the upper end of prestressed concrete pipe pile are carried out after the completion of step 4, reinforcing bar and built-in fitting construction It protrudes into concrete platform, and apart from platform base 0.1m；Step 5, steel ladder installation, steel ladder are connected to platform from roadside；Step 6, the installation that inverter, case become.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811379712.3A CN109403297A (en) | 2018-11-12 | 2018-11-12 | A kind of inverter box flattens platform and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811379712.3A CN109403297A (en) | 2018-11-12 | 2018-11-12 | A kind of inverter box flattens platform and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109403297A true CN109403297A (en) | 2019-03-01 |
Family
ID=65474244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811379712.3A Pending CN109403297A (en) | 2018-11-12 | 2018-11-12 | A kind of inverter box flattens platform and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109403297A (en) |
-
2018
- 2018-11-12 CN CN201811379712.3A patent/CN109403297A/en active Pending
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190301 |