CN114991203A - Offshore photovoltaic power generation foundation structure and construction method thereof - Google Patents
Offshore photovoltaic power generation foundation structure and construction method thereof Download PDFInfo
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- CN114991203A CN114991203A CN202210746961.1A CN202210746961A CN114991203A CN 114991203 A CN114991203 A CN 114991203A CN 202210746961 A CN202210746961 A CN 202210746961A CN 114991203 A CN114991203 A CN 114991203A
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- 238000010248 power generation Methods 0.000 title claims abstract description 40
- 238000010276 construction Methods 0.000 title claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 238000004519 manufacturing process Methods 0.000 claims abstract description 4
- 238000005086 pumping Methods 0.000 claims abstract description 4
- 210000001015 abdomen Anatomy 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 230000007246 mechanism Effects 0.000 description 10
- 239000000126 substance Substances 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 238000001179 sorption measurement Methods 0.000 description 3
- 230000007704 transition Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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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
- E02D27/52—Submerged foundations, i.e. submerged in open water
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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
- E02D27/44—Foundations for machines, engines or ordnance
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02S—GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
- H02S20/00—Supporting structures for PV modules
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The invention designs an offshore photovoltaic power generation foundation structure and a construction method thereof, wherein the offshore photovoltaic power generation foundation structure comprises: the photovoltaic module comprises a barrel foundation, support columns, a truss structure and a photovoltaic panel; the bottom of the support column is arranged in the barrel foundation, the top of the support column is connected with a truss structure, a photovoltaic panel is arranged on the truss structure, and an auxiliary upper truss is further arranged on the truss structure; the truss structure and the attached upper truss form a photovoltaic panel mounting surface, and an air suction hole is reserved on the barrel foundation; a construction method of an offshore photovoltaic power generation foundation structure comprises the steps of S1, manufacturing a bucket foundation according to a construction drawing, S2, installing the bucket foundation through water pumping on site, S3, installing an upper truss structure and an auxiliary truss structure through a crane ship, and S4, and then installing a photovoltaic panel; this application has realized the marine even running of photovoltaic foundation structure and the effect of being convenient for construction through the integrated design of bucket foundation, support column, truss structure and photovoltaic board.
Description
Technical Field
The invention belongs to the field of engineering parts, and particularly relates to an offshore photovoltaic power generation foundation structure and a construction method thereof.
Background
The offshore photovoltaic power station technology can greatly expand the application range of photovoltaic energy, get rid of the dependence on land resources and power transmission, and is a new direction for the development of photovoltaic industry. But the construction costs of conventional photovoltaic infrastructure at sea often limit its development.
Chinese patent CN105141226B discloses photovoltaic implanted foundation structure and photovoltaic support, wherein, photovoltaic implanted foundation structure sets up on cement roof load-bearing structure, has a plurality of mounting holes on the cement crossbeam, and foundation structure includes bottom plate and fastening device, and each fastening device all includes: the chemical bolt is matched with the mounting hole; the sealing glue layer is used for filling a gap between the chemical bolt and the mounting hole; the water leakage preventing sealing cover is used for covering and pressing the sealing glue layer; the pressure nut is matched with the chemical bolt and used for tightly pressing and fixing the water leakage prevention sealing cover; the bottom plate is sleeved on each chemical bolt and is fixed with the chemical bolts through locking nuts. The photovoltaic implanted foundation structure has the advantages of less material consumption, simple structure, complete abandonment of concrete, complete change of the foundation structure and the installation process of the traditional fixed photovoltaic bracket concrete plane roof, reduction of environmental pollution, reduction of roof load, material resource saving and installation cost reduction, but is only suitable for photovoltaic infrastructure on land and is not suitable for photovoltaic foundation structures on sea.
Chinese patent CN113565124A discloses a suction tube type offshore wind and photovoltaic foundation structure and an assembly method, the suction tube type offshore wind and photovoltaic foundation structure comprises a wind power mechanism, a photovoltaic mechanism and a guide frame mechanism, the photovoltaic mechanism and the wind power mechanism are fixedly arranged on the guide frame mechanism, the guide frame mechanism comprises a guide tube frame and a suction tube, the suction tube comprises a main tube, an auxiliary tube I and an auxiliary tube II, the diameter of the main tube is larger than that of the auxiliary tube I and that of the auxiliary tube II, the diameters of the auxiliary tube II and that of the auxiliary tube I are equal, a transition piece is fixedly arranged on the main tube, the upper portion of the transition piece is connected with a flange of the wind power mechanism, the side surface of the transition piece is fixedly connected with the guide tube frame, the lower portion of the guide tube frame is connected with an anchor ear of the auxiliary tube I and that of the auxiliary tube II, and the upper portion of the guide tube frame is fixedly connected with the photovoltaic mechanism. According to the invention, the auxiliary cylinder I and the auxiliary cylinder II with the main cylinder diameter larger than the equal diameter are adopted, so that the wind mechanism can be more stably fixed on the sea, the stability and firmness of the foundation structure are improved, and the construction difficulty of the foundation structure is reduced. However, the method is complex in design and complex in offshore construction, and is deeply influenced by sea storms.
Therefore, the adsorption type offshore photovoltaic power generation foundation structure is especially important to be researched and developed aiming at the characteristics that the offshore photovoltaic structure is large in horizontal load and small in vertical load and takes a plane structure as a foundation for load transmission.
Disclosure of Invention
In order to solve the problems, aiming at the characteristics that the horizontal load of the offshore photovoltaic structure is large, the vertical load is small, and the load is transferred by taking the plane structure as the foundation, the offshore photovoltaic power generation foundation structure and the construction method thereof are developed, so that the photovoltaic power generation foundation structure can stably run on the sea and is convenient to construct.
In order to achieve the effect, the invention designs an offshore photovoltaic power generation foundation structure and a construction method thereof.
An offshore photovoltaic power generation foundation structure comprises a barrel foundation, supporting columns, a truss structure and photovoltaic panels;
the bottom of the supporting column is arranged in the barrel foundation;
the top of the support column is connected with the truss structure;
photovoltaic panels are placed on the truss structure.
Preferably, the truss structure is further provided with an auxiliary upper truss; the truss structure and the attached upper truss form a photovoltaic panel mounting surface.
Preferably, an air suction hole is reserved on the bucket foundation; the diameter of the air exhaust hole is 3-7 cm.
Preferably, the barrel bases are arranged in a rectangular mode at intervals of 20-40 m; the diameter of the barrel foundation is 4-6 m; the height of the bucket foundation is 4-6 m; the thickness of the barrel wall of the barrel foundation is 10-20 cm; the barrel bottom thickness of the barrel foundation is 20-60 m.
Preferably, the supporting column is of a cylindrical structure; the diameter of the support column is 30-70 cm; the height of the support column is 8-12 m.
Preferably, the span of the truss structure is 20-40 m; the arch height is 3-7 m, and the abdomen height is 30-70 cm.
Preferably, the bucket foundations are arranged in a rectangle at a spacing of 30 m; the diameter of the barrel foundation is 5 m; the height of the bucket foundation is 5 m; the barrel wall thickness of the barrel foundation is 15 cm; the barrel bottom thickness of the barrel foundation is 40 m.
Preferably, the support column diameter is 50 cm; the height of the support column is 10 m.
Preferably, the span of the truss structure is 30 m; the arch height is 5m, and the abdomen height is 50 cm; the truss structure is composed of angle steels.
A construction method based on an offshore photovoltaic power generation foundation structure comprises the following steps:
step S1, manufacturing a barrel foundation according to the construction drawing;
step S2, installing a bucket foundation on site through water pumping;
step S3, installing an upper truss structure and an auxiliary truss structure through a crane ship;
and step S4, mounting the photovoltaic panel.
The application has the advantages and effects as follows:
1. this application is big to marine photovoltaic structure horizontal load, and vertical load is little to planar structure is the characteristics of basic transmission load, through the design of bucket foundation, support column, truss structure and photovoltaic board, and then realizes that photovoltaic power generation foundation structure can be at marine even running and the technological effect of being convenient for the construction.
2. The bucket basis of this application design provides horizontal holding power and vertical holding power for the upper support post, possesses the ability that provides great horizontal force through enlarged area and adsorption.
3. The support column sectional area of this application design is little can effectively reduce icicle and rivers load, ensures photovoltaic foundation device's stability.
4. The utility model provides a truss structure can transmit the photovoltaic board load for the support column, makes support column full play bending resistance compressive capacity, has further ensured photovoltaic base device's steady operation.
5. The construction method based on the marine photovoltaic power generation foundation structure is simple in steps, construction of the marine photovoltaic power generation foundation structure can be completed only by 4 simple steps, meanwhile, sinking and stabilization of the barrel foundation are achieved by increasing the air suction holes, and a foundation is laid for stabilization of the whole power generation foundation.
The foregoing description is only an overview of the technical solutions of the present application, so that the technical means of the present application can be more clearly understood and the present application can be implemented according to the content of the description, and in order to make the above and other objects, features and advantages of the present application more clearly understood, the following detailed description is made with reference to the preferred embodiments of the present application and the accompanying drawings.
The above and other objects, advantages and features of the present application will become more apparent to those skilled in the art from the following detailed description of specific embodiments thereof, taken in conjunction with the accompanying drawings.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.
FIG. 1 is a front view of a basic design of a photovoltaic power generation infrastructure provided herein;
FIG. 2 is a top plan view of the overall design of a photovoltaic power generation infrastructure provided herein;
reference numerals: 1. a barrel foundation; 2. a support pillar; 3. a truss structure; 4. an auxiliary upper traveling frame; 5. and (4) air exhaust holes.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. In the following description, specific details such as specific configurations and components are provided only to help the embodiments of the present application be fully understood. Accordingly, it will be apparent to those skilled in the art that various changes and modifications may be made to the embodiments described herein without departing from the scope and spirit of the present application. In addition, descriptions of well-known functions and constructions are omitted in the embodiments for clarity and conciseness.
It should be appreciated that reference throughout this specification to "one embodiment" or "the embodiment" means that a particular feature, structure or characteristic described in connection with the embodiment is included in at least one embodiment of the present application. Thus, the appearances of the phrase "one embodiment" or "the present embodiment" in various places throughout this specification are not necessarily all referring to the same embodiment. Furthermore, the particular features, structures, or characteristics may be combined in any suitable manner in one or more embodiments.
Further, the present application may repeat reference numerals and/or letters in the various examples. This repetition is for the purpose of simplicity and clarity and does not in itself dictate a relationship between the various embodiments and/or configurations discussed.
The term "and/or" herein is merely an association describing an associated object, meaning that three relationships may exist, e.g., a and/or B, may mean: a exists alone, B exists alone, and A and B exist at the same time, and the term "/and" is used herein to describe another association object relationship, which means that two relationships may exist, for example, A/and B, may mean: a alone, and both a and B alone, and further, the character "/" in this document generally means that the former and latter associated objects are in an "or" relationship.
The term "at least one" herein is merely an association relationship describing an associated object, and means that there may be three relationships, for example, at least one of a and B, may mean: a exists alone, A and B exist simultaneously, and B exists alone.
It is further noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion.
Example 1
This embodiment mainly introduces a basic design of marine photovoltaic power generation infrastructure.
An offshore photovoltaic power generation foundation structure comprises a barrel foundation 1, supporting columns 2, a truss structure 3 and photovoltaic panels;
the bottom of the support column 2 is arranged in the barrel foundation 1;
the top of the support column 2 is connected with the truss structure 3;
photovoltaic panels are placed on the truss structure 3. Referring to fig. 1, fig. 1 is a front view of a basic design of a photovoltaic power generation infrastructure provided in the present application.
Further, an auxiliary upper traveling frame 4 is also arranged on the traveling frame structure 3; the truss structure 3 and the auxiliary upper truss 4 form a photovoltaic panel mounting surface, and the structure formed integrally refers to fig. 2, and fig. 2 is a top view of the overall design of the photovoltaic power generation foundation structure provided by the present application.
Further, an air exhaust hole 5 is reserved on the barrel foundation 1; the diameter of the air exhaust hole 5 is 3-7 cm.
Further, the barrel bases 1 are arranged in a rectangular mode at intervals of 20-40 m; the diameter of the barrel foundation 1 is 4-6 m; the height of the barrel foundation 1 is 4-6 m; the barrel wall thickness of the barrel foundation 1 is 10-20 cm; the barrel bottom thickness of the barrel foundation 1 is 20-60 m.
Further, the supporting column 2 is of a cylindrical structure; the diameter of the support column 2 is 30-70 cm; the height of the support column 2 is 8-12 m.
Further, the span of the truss structure 3 is 20-40 m; the arch height is 3-7 m, and the abdomen height is 30-70 cm.
Further, the barrel foundations 1 are arranged in a rectangular shape with a distance of 30 m; the diameter of the barrel foundation 1 is 5 m; the height of the barrel foundation 1 is 5 m; the thickness of the barrel wall of the barrel foundation 1 is 15 cm; the barrel bottom thickness of the barrel foundation 1 is 40 m.
Further, the diameter of the supporting column 2 is 50 cm; the height of the support column 2 is 10 m.
Further, the span of the truss structure 3 is 30 m; the arch height is 5m, and the abdomen height is 50 cm; the truss structure 3 is composed of angle steels.
This application is big to marine photovoltaic structure horizontal load, and vertical load is little to planar structure is the characteristics of basic transmission load, through the design of bucket foundation, support column, truss structure and photovoltaic board, and then realizes that photovoltaic power generation foundation structure can be at marine even running and the technological effect of being convenient for construction.
The utility model provides a go a structure can transmit the photovoltaic board load for the support column, makes the support column full play bending resistance compressive capacity, has further ensured photovoltaic base device's steady operation.
Example 2
Based on the above embodiment 1, this embodiment mainly introduces an optimal design of an offshore photovoltaic power generation foundation structure, which includes a barrel foundation 1, a support pillar 2, a truss structure 3, and a photovoltaic panel;
the bottom of the support column 2 is arranged in the barrel foundation 1;
the top of the support column 2 is connected with the truss structure 3;
photovoltaic panels are placed on the truss structure 3. Referring to fig. 1, fig. 1 is a front view of a basic design of a photovoltaic power generation infrastructure provided in the present application.
Further, an auxiliary upper travelling frame 4 is also arranged on the travelling frame structure 3; the truss structure 3 and the attached upper truss 4 form a photovoltaic panel mounting surface, and the structure formed by integrating the truss structure and the attached upper truss refers to fig. 2, and fig. 2 is a top view of the overall design of the photovoltaic power generation foundation structure provided by the present application.
Further, an air exhaust hole 5 is reserved on the barrel foundation 1; the diameter of the air exhaust hole 5 is 5 cm.
Further, the barrel foundations 1 are arranged in a rectangular shape with a distance of 30 m; the diameter of the barrel foundation 1 is 5 m; the height of the barrel foundation 1 is 5 m; the thickness of the barrel wall of the barrel foundation 1 is 15 cm; the thickness of the bottom of the barrel foundation 1 is 40 m.
Further, the diameter of the supporting column 2 is 50 cm; the height of the support column 2 is 10 m.
Further, the span of the truss structure 3 is 30 m; the arch height is 5m, and the abdomen height is 50 cm; the truss structure 3 is composed of angle steels.
The bucket basis of this application design provides horizontal holding power and vertical holding power for the upper strut post, possesses the ability that provides great horizontal force through enlarged area and adsorption.
The support column sectional area of this application design is little can effectively reduce icicle and rivers load, ensures photovoltaic foundation device's stability.
Example 3
Based on the above embodiments 1-2, this embodiment mainly introduces a construction method for an offshore photovoltaic power generation foundation structure, which is characterized by including the following steps:
step S1, manufacturing a barrel foundation 1 according to the construction drawing;
step S2, installing the bucket foundation 1 through pumping on site;
step S3, installing the upper truss structure 3 and the auxiliary truss structure 3 through the crane ship;
and step S4, mounting the photovoltaic panel.
The construction method based on marine photovoltaic power generation foundation structure is simple in steps, only needs 4 simple steps, can finish the construction of marine photovoltaic power generation foundation structure, and meanwhile, the technical scheme realizes the sinking and the stability of the bucket foundation through the mode of increasing the air suction hole, and lays a foundation for the stability of the whole power generation foundation.
The above description is only a preferred embodiment of the present invention, and it is not intended to limit the scope of the present invention, and various modifications and changes may be made by those skilled in the art. Variations, modifications, substitutions, integrations and parameter changes of the embodiments may be made without departing from the principle and spirit of the invention, which may be within the spirit and principle of the invention, by conventional substitution or may realize the same function.
Claims (10)
1. An offshore photovoltaic power generation foundation structure is characterized by comprising a barrel foundation (1), supporting columns (2), a truss structure (3) and a photovoltaic panel;
the bottom of the supporting column (2) is arranged in the barrel foundation (1);
the top of the supporting column (2) is connected with the truss structure (3);
photovoltaic panels are placed on the truss structure (3).
2. An offshore photovoltaic power generation infrastructure, according to claim 1, characterized by the fact that said truss structure (3) is further provided with an auxiliary upper truss (4); the truss structure (3) and the auxiliary upper truss (4) form a photovoltaic panel mounting surface.
3. An offshore photovoltaic power generation foundation structure as claimed in claim 1, characterized in that the bucket foundation (1) is reserved with a suction hole (5); the diameter of the air exhaust hole (5) is 3-7 cm.
4. An offshore photovoltaic power generation infrastructure according to any of the claims 1 or 3, characterized by the fact that the bucket foundations (1) are arranged in rectangles with a pitch of 20-40 m; the diameter of the barrel foundation (1) is 4-6 m; the height of the barrel foundation (1) is 4-6 m; the barrel wall of the barrel foundation (1) is 10-20 cm thick; the barrel bottom thickness of the barrel foundation (1) is 20-60 m.
5. An offshore photovoltaic power generation infrastructure, according to claim 1, characterized by the fact that the supporting columns (2) are cylindrical structures; the diameter of the support column (2) is 30-70 cm; the height of the support column (2) is 8-12 m.
6. An offshore photovoltaic power generation infrastructure, according to any of the claims 1 or 2, characterized by the fact that the span of the truss structure (3) is 20-40 m; the arch height is 3-7 m, and the abdomen height is 30-70 cm.
7. An offshore photovoltaic power generation infrastructure, according to any of the claims 1 or 3, characterized by the fact that the bucket foundations (1) are arranged in rectangles with a pitch of 30 m; the diameter of the barrel foundation (1) is 5 m; the height of the barrel foundation (1) is 5 m; the barrel wall of the barrel foundation (1) is 15cm thick; the thickness of the bottom of the barrel foundation (1) is 40 m.
8. An offshore photovoltaic power generation infrastructure, according to any of the claims 1 or 5, characterized by the fact that the supporting columns (2) have a diameter of 50 cm; the height of the supporting column (2) is 10 m.
9. Offshore photovoltaic power generation infrastructure according to any of the claims 1 or 2, characterized by the fact that the span of the truss structure (3) is 30 m; the arch height is 5m, and the abdomen height is 50 cm; the truss structure (3) is composed of angle steels.
10. A method of constructing an offshore photovoltaic power generation infrastructure, according to any of claims 1 to 9, comprising the steps of:
step S1, manufacturing a barrel foundation (1) according to the construction drawing;
step S2, installing a bucket foundation (1) through water pumping on site;
step S3, installing the upper truss structure (3) and the auxiliary truss structure (3) through the crane ship;
and step S4, mounting the photovoltaic panel.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210746961.1A CN114991203A (en) | 2022-06-29 | 2022-06-29 | Offshore photovoltaic power generation foundation structure and construction method thereof |
| PCT/CN2023/103079 WO2024002133A1 (en) | 2022-06-29 | 2023-06-28 | Offshore photovoltaic power generation foundation structure and construction method therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210746961.1A CN114991203A (en) | 2022-06-29 | 2022-06-29 | Offshore photovoltaic power generation foundation structure and construction method thereof |
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| Publication Number | Publication Date |
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| CN114991203A true CN114991203A (en) | 2022-09-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210746961.1A Pending CN114991203A (en) | 2022-06-29 | 2022-06-29 | Offshore photovoltaic power generation foundation structure and construction method thereof |
Country Status (2)
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| CN (1) | CN114991203A (en) |
| WO (1) | WO2024002133A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2024002133A1 (en) * | 2022-06-29 | 2024-01-04 | 中交第三航务工程勘察设计院有限公司 | Offshore photovoltaic power generation foundation structure and construction method therefor |
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| JP2013112926A (en) * | 2011-11-24 | 2013-06-10 | Takenaka Komuten Co Ltd | Foundation structure for photovoltaic generation device, and construction method for the same |
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| CN113565124A (en) * | 2021-08-20 | 2021-10-29 | 龙源电力集团股份有限公司 | Suction tube type offshore wind power and photovoltaic foundation structure and assembly method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2024002133A1 (en) * | 2022-06-29 | 2024-01-04 | 中交第三航务工程勘察设计院有限公司 | Offshore photovoltaic power generation foundation structure and construction method therefor |
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