CN106120690A - 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
- CN106120690A CN106120690A CN201610683741.3A CN201610683741A CN106120690A CN 106120690 A CN106120690 A CN 106120690A CN 201610683741 A CN201610683741 A CN 201610683741A CN 106120690 A CN106120690 A CN 106120690A
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- China
- Prior art keywords
- platform
- pipe pile
- prestressed concrete
- concrete pipe
- inverter box
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- 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)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Foundations (AREA)
Abstract
The present invention provides a kind of inverter box to flatten platform, based on including and the prestressed concrete pipe pile 1 of post and be arranged on the platform of described prestressed concrete pipe pile upper end, described platform is reinforced concrete beam and plate, including landing beam and landing slab 3, described landing beam is fixed on the upper end of described prestressed concrete pipe pile 1, and described landing slab 3 is fixed on described landing beam.Flattening the manufacture method of platform it addition, the present invention also provides for a kind of inverter box, the method operation is simple, difficulty of construction is little, and the duration is short, quantities is little.
Description
Technical field
The present invention relates to a kind of inverter box flatten platform and preparation method thereof, belong to fishing light complementation photovoltaic power generation project structure
Technical field.
Background technology
Photovoltaic generation is the important component part of national green energy construction, and fishing light complementary light overhead utility is then ground light
One of principal mode of overhead utility.
Traditional inverter box platform that flattens uses subsoil isolated footing or strip footing, is steel the most successively from basis
Reinforced concrete column and reinforced concrete platform, platform typically uses beam and slab type structure.Because of fishing light complementary terms purpose inverter box
The platform that flattens generally individually is arranged in fish pond adjacent edges, and basis is still seated in inside fish pond.Owing to there being water in fish pond all the year round, cause
Ground topsoil is generally silt soil, thus basis stock size is relatively big, buried depth is relatively deeply heavy to ensure foundation bearing capacity and ground
Fall meets requirement simultaneously.It is generally required to water is all drained during construction, silt soil is excavated simultaneously, excavated after-pouring
Plain concrete cushion layer, then shuttering, colligation reinforcement foundation, pour base concrete；Foundation construction complete after colligation 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 the thickest when fish pond bottom sludge soil, when bearing capacity is very poor, difficulty of construction is bigger, and the construction period is longer.
Summary of the invention
The present invention is to solve drawbacks described above and deficiency present in prior art, it is provided that a kind of inverter box flattens platform
And preparation method thereof, this platform both can meet the supporting that inverter box becomes, easy construction simultaneously, quick, and simplifies construction
Process, is greatly accelerated the duration.
For solving above-mentioned technical problem, the present invention provides a kind of inverter box to flatten platform, including based on and post pre-
Prestressed concrete pile tube and be arranged on the platform of described prestressed concrete pipe pile upper end, described platform is armored concrete
Contignation, including landing beam and landing slab, described landing beam is fixed on the upper end of described prestressed concrete pipe pile, described
Landing slab is fixed on described landing beam.
Further, described landing beam includes 2 crossbeams and 2 tie-beams, 2 described crossbeams be arranged on the pre-of same row
The top of prestressed concrete pile tube is connected, and its end is connected by 2 tie-beams.
Further, some secondary beams, described secondary beam and beam vertical and described tie-beam it are provided with between 2 described crossbeams
Parallel.
Further, it is provided with fence at described platform surrounding edge.
Further, described platform being provided with steel ladder, described steel ladder extends to ground, for the upper lower platform of staff.
Further, described steel ladder is collapsible steel ladder.
The present invention also provides for a kind of inverter box and flattens the manufacture method of platform, it is characterised in that comprise the following steps:
Step one, the making of prestressed concrete pipe pile；
Measure making place, the anchor point of true fixed pile, then drive piles at anchor point, i.e. make prestressing force and mix
Solidifying soil pile tube, the height of prestressed concrete pipe pile is more than the height of fishpond water bit line；
Step 2, after prestressed concrete pipe pile completes, welded reinforcement on the pre-buried end plate at pile foundation top, it is used for connecting
Prestressed concrete pipe pile and platform；
Step 3, arranges template at stake top, and the layout of template includes the layout of landing beam, secondary beam, platform floor；Template is arranged
Carrying out assembling reinforcement after completing, bury built-in fitting underground simultaneously, built-in fitting includes that inverter built-in fitting, case become built-in fitting, steel
Ladder built-in fitting；
Step 4, reinforcing bar and built-in fitting carry out concreting, maintenance after having constructed, the upper end of prestressed concrete pipe pile
Stretch in concrete platform, and distance platform base 0.1m；
Step 5, steel ladder installation, steel ladder is connected to platform from roadside；
Step 6, the installation that inverter, case become.
The Advantageous Effects that the present invention is reached: a kind of inverter box that the present invention provides flattens platform, uses prestressing force
Concrete tubular pile replaces basis and column, does not has earth moving, do not found foundation forms, colligation reinforcement foundation, pour during making
The work of base concrete, does not the most found model of the column, colligation column reinforcing bar, pours the work of column concrete.This contracts significantly
Subtract construction work amount, shorten the construction period.Meanwhile, prestressed concrete pipe pile is used to replace basis and column, concrete
Consumption, amount of reinforcement have declined.Present invention also offers inverter box to flatten the manufacture method of platform, the letter of the method operation
List, difficulty of construction are little, and the duration is short, quantities is little.
Accompanying drawing explanation
The inverter box of Fig. 1 present invention flattens the plan structure schematic diagram of platform；
The inverter box of Fig. 2 present invention flattens the left view structural representation of platform.
Detailed description of the invention
The invention will be further described below in conjunction with the accompanying drawings.Following example are only used for clearly illustrating the present invention
Technical scheme, and can not limit the scope of the invention with this.
As shown in Figure 1-2, the present invention provides a kind of inverter box to flatten platform, including based on and the prestressed concrete of post
Soil pile tube 1 and be arranged on the platform of described prestressed concrete pipe pile upper end, described platform is reinforced concrete girder slab knot
Structure, including landing beam and landing slab 3, described landing beam is fixed on the upper end of described prestressed concrete pipe pile 1, described platform
Plate 3 is fixed on described landing beam.
Connect with post, prestressed concrete pipe pile top and platform based on this platform uses prestressed concrete pipe pile
Connecing, platform uses reinforced concrete beam and plate, and inverter, box type transformer are seated on reinforced concrete platform.Employing side
After case, the inverter box platform that flattens decreases earth excavation and backfilling of earthwork amount, decreases the quantities on basis, including formwork
The techniques such as plate, reinforcing bar binding, casting concrete, simplify the construction technology of column simultaneously, only include piling technique, decrease steel
The techniques such as muscle colligation, casting concrete, the quantities of platform is basically unchanged.Flatten platform in view of fish pond photovoltaic project inverter box
Being arranged in limit, fish pond, the earthwork, the work such as construction of foundation forms are affected relatively big by fishpond water, can reduce and show after using this programme
Field difficulty of construction.Therefore, the inverter box of fishing light complementation photovoltaic project is flattened platform, after using this programme, had both saved mixed
Solidifying soil consumption and reinforcing bar binding engineering amount, in turn simplify the difficulty of site operation, decrease the construction period.
Described landing beam includes 2 crossbeams 2 and 5,2 described crossbeams 2 of 2 tie-beams and the prestressing force being arranged on same row
The top of concrete tubular pile 1 is connected, and its end is connected by 2 tie-beams 5.It is provided with some secondary beams between 2 described crossbeams 2
6, described secondary beam 6 is vertical with crossbeam 2 and described tie-beam 5 is parallel.It is provided with fence 7 at described platform surrounding edge, increases platform
Security performance.Being provided with steel ladder 4 on described platform, described steel ladder 4 extends to ground, for the upper lower platform of staff, institute
State steel ladder 4 for collapsible steel ladder.
Present invention also offers inverter box to flatten the manufacture method of platform, comprise the following steps:
Step one, the making of prestressed concrete pipe pile；
Measure making place, the anchor point of true fixed pile, then drive piles at anchor point, i.e. make prestressing force and mix
Solidifying soil pile tube, the height of prestressed concrete pipe pile is more than the height of fishpond water bit line；
Step 2, after prestressed concrete pipe pile completes, welded reinforcement on the pre-buried end plate at pile foundation top, it is used for connecting
Prestressed concrete pipe pile and platform；
Step 3, arranges template at stake top, and the layout of template includes the layout of landing beam, secondary beam, platform floor；Template is arranged
Carrying out assembling reinforcement after completing, bury built-in fitting underground simultaneously, built-in fitting includes that inverter built-in fitting, case become built-in fitting, steel
Ladder built-in fitting；
Step 4, reinforcing bar and built-in fitting carry out concreting, maintenance after having constructed, the upper end of prestressed concrete pipe pile
Stretch in concrete platform, and distance platform base 0.1m；
Step 5, steel ladder installation, steel ladder is connected to platform from roadside；
Step 6, the installation that inverter, case become.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For Yuan, on the premise of without departing from the technology of the present invention principle, it is also possible to make some improvement and deformation, these improve and deformation
Also should be regarded as protection scope of the present invention.
Claims (7)
1. an inverter box flattens platform, it is characterised in that: based on including and the prestressed concrete pipe pile of post and arranging
At the platform of described prestressed concrete pipe pile upper end, described platform is reinforced concrete beam and plate, including landing beam and
Landing slab, described landing beam is fixed on the upper end of described prestressed concrete pipe pile, and described landing slab is fixed on described platform
Liang Shang.
Inverter box the most according to claim 1 flattens platform, it is characterised in that: described landing beam includes 2 crossbeams and 2
Tie-beam, 2 described crossbeams are connected with the top of the prestressed concrete pipe pile being arranged on same row, and 2 companies are passed through in its end
Connect beam to be connected.
Inverter box the most according to claim 2 flattens platform, it is characterised in that: it is provided with some between 2 described crossbeams
Secondary beam, described secondary beam is parallel with described tie-beam with beam vertical.
Inverter box the most according to claim 1 flattens platform, it is characterised in that: it is provided with at described platform surrounding edge and encloses
Hurdle.
Inverter box the most according to claim 1 flattens platform, it is characterised in that: it is provided with steel ladder on described platform, described
Steel ladder extends to ground, for the upper lower platform of staff.
Inverter box the most according to claim 5 flattens platform, it is characterised in that: described steel ladder is collapsible steel ladder.
7. flatten the manufacture method of platform according to the inverter box described in any one of claim 1-6, it is characterised in that includes following
Step:
Step one, the making of prestressed concrete pipe pile；
Measure making place, the anchor point of true fixed pile, then drive piles at anchor point, i.e. make prestressing force and mix
Solidifying soil pile tube, the height of prestressed concrete pipe pile is more than the height of fishpond water bit line；
Step 2, after prestressed concrete pipe pile completes, welded reinforcement on the pre-buried end plate at pile foundation top, it is used for connecting
Prestressed concrete pipe pile and platform；
Step 3, arranges template at stake top, and the layout of template includes the layout of landing beam, secondary beam, platform floor；Template is arranged
Carrying out assembling reinforcement after completing, bury built-in fitting underground simultaneously, built-in fitting includes that inverter built-in fitting, case become built-in fitting, steel
Ladder built-in fitting；
Step 4, reinforcing bar and built-in fitting carry out concreting, maintenance after having constructed, the upper end of prestressed concrete pipe pile
Stretch in concrete platform, and distance platform base 0.1m；
Step 5, steel ladder installation, steel ladder is connected to platform from roadside；
Step 6, the installation that inverter, case become.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610683741.3A CN106120690B (en) | 2016-08-17 | 2016-08-17 | A kind of inverter box becomes platform and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610683741.3A CN106120690B (en) | 2016-08-17 | 2016-08-17 | A kind of inverter box becomes platform and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106120690A true CN106120690A (en) | 2016-11-16 |
| CN106120690B CN106120690B (en) | 2018-02-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610683741.3A Active CN106120690B (en) | 2016-08-17 | 2016-08-17 | A kind of inverter box becomes platform and preparation method thereof |
Country Status (1)
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930339A (en) * | 2017-03-15 | 2017-07-07 | 中国能源建设集团江苏省电力设计院有限公司 | A kind of pile foundation reinforcement method for becoming platform for inverter box |
| CN109667277A (en) * | 2018-12-25 | 2019-04-23 | 中国能源建设集团广东省电力设计研究院有限公司 | Cantilevered coupling beam cable termination field |
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| JP2000129684A (en) * | 1998-10-22 | 2000-05-09 | Nippon Steel Corp | Slope face press frame structure, framework structure, and slope face reinforcing method |
| CN101929149A (en) * | 2009-06-26 | 2010-12-29 | 中国石油天然气集团公司 | Shallow sea pile foundation concrete oil drilling and producing platform |
| CN103114567A (en) * | 2013-01-31 | 2013-05-22 | 合肥聚能新能源科技有限公司 | Photovoltaic power generation system combined with fish farm |
| CN104532813A (en) * | 2014-12-16 | 2015-04-22 | 江西省城建建设集团有限公司 | Overwater building construction platform and erecting method and use method thereof |
| CN204455845U (en) * | 2015-02-10 | 2015-07-08 | 中交一航局第一工程有限公司 | A kind of large-scale assembling drilling platform |
| CN205934891U (en) * | 2016-08-17 | 2017-02-08 | 中国能源建设集团江苏省电力设计院有限公司 | Dc -to -ac converter case flattens platform |
-
2016
- 2016-08-17 CN CN201610683741.3A patent/CN106120690B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000129684A (en) * | 1998-10-22 | 2000-05-09 | Nippon Steel Corp | Slope face press frame structure, framework structure, and slope face reinforcing method |
| CN101929149A (en) * | 2009-06-26 | 2010-12-29 | 中国石油天然气集团公司 | Shallow sea pile foundation concrete oil drilling and producing platform |
| CN103114567A (en) * | 2013-01-31 | 2013-05-22 | 合肥聚能新能源科技有限公司 | Photovoltaic power generation system combined with fish farm |
| CN104532813A (en) * | 2014-12-16 | 2015-04-22 | 江西省城建建设集团有限公司 | Overwater building construction platform and erecting method and use method thereof |
| CN204455845U (en) * | 2015-02-10 | 2015-07-08 | 中交一航局第一工程有限公司 | A kind of large-scale assembling drilling platform |
| CN205934891U (en) * | 2016-08-17 | 2017-02-08 | 中国能源建设集团江苏省电力设计院有限公司 | Dc -to -ac converter case flattens platform |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930339A (en) * | 2017-03-15 | 2017-07-07 | 中国能源建设集团江苏省电力设计院有限公司 | A kind of pile foundation reinforcement method for becoming platform for inverter box |
| CN106930339B (en) * | 2017-03-15 | 2019-11-22 | 中国能源建设集团江苏省电力设计院有限公司 | It is a kind of to flatten the pile foundation reinforcement method of platform for inverter box |
| CN109667277A (en) * | 2018-12-25 | 2019-04-23 | 中国能源建设集团广东省电力设计研究院有限公司 | Cantilevered coupling beam cable termination field |
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| Publication number | Publication date |
|---|---|
| CN106120690B (en) | 2018-02-13 |
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