CN106120690B - A kind of inverter box becomes platform and preparation method thereof - Google Patents
A kind of inverter box becomes platform and preparation method thereof Download PDFInfo
- Publication number
- CN106120690B CN106120690B CN201610683741.3A CN201610683741A CN106120690B CN 106120690 B CN106120690 B CN 106120690B CN 201610683741 A CN201610683741 A CN 201610683741A CN 106120690 B CN106120690 B CN 106120690B
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- platform
- prestressed concrete
- pipe pile
- concrete pipe
- landing
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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)
- 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)
- Foundations (AREA)
Abstract
The present invention provides a kind of inverter box and becomes platform, including based on and the prestressed concrete pipe pile 1 of post and it is arranged on the platform of the prestressed concrete pipe pile upper end, the platform is reinforced concrete beam and plate, including landing beam and landing slab 3, the landing beam is fixed on the upper end of the prestressed concrete pipe pile 1, and the landing slab 3 is fixed on the landing beam.In addition, the present invention also provides the preparation method that a kind of inverter box becomes platform, this method process is simple, difficulty of construction is small, and short time limit, quantities are small.
Description
Technical field
The present invention relates to a kind of inverter box to become platform and preparation method thereof, belongs to fishing light complementation photovoltaic power generation project structure
Technical field.
Background technology
Photovoltaic 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 becomes platform and uses subsoil isolated footing or strip footing, is up steel successively from basis
Reinforced concrete column and reinforced concrete platform, platform typically use beam and slab type structure.Because of fishing light complementary terms purpose inverter box
Become platform and be generally arranged in fish pond adjacent edges, basis is still seated in 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 ensure that foundation bearing capacity and ground sink
Drop meets to require simultaneously.A water is generally required during construction all to drain, while silt soil is excavated, and is excavated and is completed after-pouring
Plain concrete cushion layer, then shuttering, colligation reinforcement foundation, pour base concrete；After the completion of foundation construction colligation column and
Beam reinforced steel bar, finally carry 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.
The content of the invention
The present invention is in order to solve drawbacks described above present in prior art and deficiency, there is provided a kind of inverter box becomes platform
And preparation method thereof, the platform can both meet the supporting that inverter box becomes, while easy for construction, quick, and simplify construction
Process, greatly accelerate the duration.
In order to solve the above technical problems, the present invention, which provides a kind of inverter box, becomes platform, including based on and post it is pre-
Prestressed concrete pile tube and the platform for being arranged on the prestressed concrete pipe pile upper end, the platform are armored concrete
Contignation, including landing beam and landing slab, the landing beam is fixed on the upper end of the prestressed concrete pipe pile, described
Landing slab is fixed on the landing beam.
Further, the landing beam includes 2 crossbeams and 2 tie-beams, and 2 crossbeams are with being 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, the secondary beam and beam vertical and the tie-beam are provided between 2 crossbeams
It is parallel.
Further, fence is provided with the platform surrounding edge.
Further, steel ladder is provided with the platform, the steel ladder extends to ground, for the upper lower platform of staff.
Further, the steel ladder is collapsible steel ladder.
The present invention also provides the preparation method that a kind of inverter box becomes platform, it is characterised in that comprises the following steps：
Step 1, the making of prestressed concrete pipe pile；
Measure, the anchor point of true fixed pile, then driven piles at anchor point to making place, that is, make and in advance should
Power concrete tubular pile, the height of prestressed concrete pipe pile are more than the height of fish pond waterline；
Step 2, after prestressed concrete pipe pile completes, the welded reinforcement on the pre-buried end plate at the top of pile foundation, it is used for
Connect prestressed concrete pipe pile and platform；
Step 3, template is set in stake top portion, the arrangement of template includes the arrangement of landing beam, secondary beam, platform floor；Template
Arrangement carries out assembling reinforcement after completing, while built-in fitting is buried, and built-in fitting includes inverter built-in fitting, case becomes 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 stretched 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 advantageous effects that the present invention is reached：A kind of inverter box provided by the invention becomes platform, using prestressing force
Concrete tubular pile replaces basis and column, does not have earth moving during making, vertical foundation forms, colligation reinforcement foundation, pours
The work of base concrete, also without vertical model of the column, colligation column reinforcing bar, the work for pouring column concrete.This contracts significantly
Subtract construction work amount, shorten the construction period.Meanwhile basis and column, concrete are replaced using prestressed concrete pipe pile
Dosage, amount of reinforcement have declined.Present invention also offers the preparation method that inverter box becomes platform, the letter of this method process
List, difficulty of construction are small, and short time limit, quantities are small.
Brief description of the drawings
The inverter box of Fig. 1 present invention becomes the overlooking the structure diagram of platform；
The inverter box of Fig. 2 present invention becomes the left view structural representation of platform.
Embodiment
The invention will be further described below in conjunction with the accompanying drawings.Following examples are only used for clearly illustrating the present invention
Technical scheme, and can not be limited the scope of the invention with this.
As shown in Figure 1-2, the present invention provides a kind of inverter box and becomes platform, including based on and post prestressed concrete
Native pile tube 1 and the platform for being arranged on the prestressed concrete pipe pile upper end, the platform are reinforced concrete girder slab knot
Structure, including landing beam and landing slab 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 post, prestressed concrete pipe pile top and platform
Connect, platform uses reinforced concrete beam and plate, and inverter, box type transformer are seated on reinforced concrete platform.Using side
After case, inverter box, which becomes platform, reduces earth excavation and backfilling of earthwork amount, decreases the quantities on basis, including formwork
The techniques such as plate, reinforcing bar colligation, casting concrete, while the construction technology of column is simplified, only include piling technique, reduce steel
The techniques such as muscle colligation, casting concrete, the quantities of platform are basically unchanged.Become platform in view of fish pond photovoltaic project inverter box
The work such as fish pond side, the earthwork, the construction of foundation forms is arranged in be had a great influence by fishpond water, it is existing using that can be reduced after this programme
Field difficulty of construction.Therefore, become platform for the inverter box of fishing light complementation photovoltaic project, after this programme, both saved mixed
Native dosage and steel flxer journey amount are coagulated, the difficulty of site operation is in turn simplify, reduces the construction period.
The landing beam includes 2 crossbeams 2 and 2 tie-beams, 5,2 crossbeams 2 and is arranged on the prestressing force of same row
The top of concrete tubular pile 1 is connected, and its end is connected by 2 tie-beams 5.Some secondary beams are provided between 2 crossbeams 2
6, the secondary beam 6 is vertical with crossbeam 2, parallel with the tie-beam 5.Fence 7 is provided with the platform surrounding edge, increases platform
Security performance.Steel ladder 4 is provided with the platform, the steel ladder 4 extends to ground, for the upper lower platform of staff, institute
It is collapsible steel ladder to state steel ladder 4.
Present invention also offers the preparation method that inverter box becomes platform, comprise the following steps：
Step 1, the making of prestressed concrete pipe pile；
Measure, the anchor point of true fixed pile, then driven piles at anchor point to making place, that is, make and in advance should
Power concrete tubular pile, the height of prestressed concrete pipe pile are more than the height of fish pond waterline；
Step 2, after prestressed concrete pipe pile completes, the welded reinforcement on the pre-buried end plate at the top of pile foundation, it is used for
Connect prestressed concrete pipe pile and platform；
Step 3, template is set in stake top portion, the arrangement of template includes the arrangement of landing beam, secondary beam, platform floor；Template
Arrangement carries out assembling reinforcement after completing, while built-in fitting is buried, and built-in fitting includes inverter built-in fitting, case becomes 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 stretched 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.
Described above is only the 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, some improvement and deformation can also be made, these are improved and deformation
Also it should be regarded as protection scope of the present invention.
Claims (1)
1. the preparation method that a kind of inverter box becomes platform, the prestressing force that the inverter box becomes based on platform includes with post mixes
Coagulate native pile tube and be arranged on the platform of the prestressed concrete pipe pile upper end, the platform is reinforced concrete girder slab knot
Structure, including landing beam and landing slab, the landing beam are fixed on the upper end of the prestressed concrete pipe pile, the landing slab
It is fixed on the landing beam；The landing beam includes 2 crossbeams and 2 tie-beams, and 2 crossbeams are with being arranged on same row
The top of prestressed concrete pipe pile be connected, its end is connected by 2 tie-beams；It is provided between 2 crossbeams some
Root secondary beam, the secondary beam with beam vertical, it is parallel with the tie-beam；Fence is provided with the platform surrounding edge；It is described flat
Steel ladder is provided with platform, the steel ladder extends to ground, for the upper lower platform of staff；The steel ladder is collapsible steel ladder,
Characterized in that, manufacturing process comprises the following steps：
Step 1, the making of prestressed concrete pipe pile；
Measure, the anchor point of true fixed pile, then driven piles at anchor point to making place, that is, make prestressing force and mix
Native pile tube is coagulated, the height of prestressed concrete pipe pile is more than the height of fish pond waterline；
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；
Step 3, template is set in stake top portion, the arrangement of template includes the arrangement of landing beam, secondary beam, platform floor；Template is arranged
After the completion of carry out assembling reinforcement, while built-in fitting is buried, built-in fitting includes inverter built-in fitting, case becomes 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
Stretch 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 |
|---|---|---|---|
| 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 CN106120690A (en) | 2016-11-16 |
| CN106120690B true CN106120690B (en) | 2018-02-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610683741.3A Active CN106120690B (en) | 2016-08-17 | 2016-08-17 | A kind of inverter box becomes platform and preparation method thereof |
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| CN (1) | CN106120690B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Family Cites Families (1)
| 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 |
-
2016
- 2016-08-17 CN CN201610683741.3A patent/CN106120690B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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| CN106120690A (en) | 2016-11-16 |
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