CN211735478U - Connecting structure of offshore wind power composite cylindrical foundation and tower barrel - Google Patents
Connecting structure of offshore wind power composite cylindrical foundation and tower barrel Download PDFInfo
- Publication number
- CN211735478U CN211735478U CN201922416745.7U CN201922416745U CN211735478U CN 211735478 U CN211735478 U CN 211735478U CN 201922416745 U CN201922416745 U CN 201922416745U CN 211735478 U CN211735478 U CN 211735478U
- Authority
- CN
- China
- Prior art keywords
- backing plate
- tower
- section
- steel
- wind power
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Wind Motors (AREA)
Abstract
The utility model discloses a compound section of thick bamboo type basis of offshore wind power and tower section of thick bamboo connection structure, section of thick bamboo hoist and mount in the harbor pond at the bottom of this scheme fan, reduced the land by the height of hanging the structure thing, enlarged the scope of compound section of thick bamboo type basis suitable depth of water, reduced the weight of being hung the structure thing when hanging into the harbor pond to the construction degree of difficulty has been reduced. The steel backing plate pad is arranged below the bottom flange of the bottom section tower cylinder, the anchor backing plate is arranged at the top of the prestressed arc-shaped reinforced concrete structure, and the high-strength bolt is connected with the bottom flange of the bottom section tower cylinder, the steel backing plate and the anchor backing plate.
Description
Technical Field
The utility model relates to a compound section of thick bamboo type basis of offshore wind power and a tower section of thick bamboo connection structure belongs to ocean engineering technical field.
Background
The offshore wind power composite cylinder type foundation is an offshore wind turbine foundation structure which enables a cylinder body to be inserted into a seabed through internal and external pressure difference formed by pumping water and gas in a cylinder, consists of a prestressed arc-shaped reinforced concrete structure and a wide and shallow steel cylinder body, and has the characteristics of great self weight and shallow buried.
The steel cylinder body at the lower part of the composite cylinder type foundation is inserted into the seabed soil body to provide bearing capacity; the upper prestressed arc-shaped reinforced concrete structure is partially immersed in water to bear the long-term marine environment effects of ocean currents, waves, growth of marine organisms and the like; the top of the prestressed arc reinforced concrete structure is connected with a fan tower cylinder through a high-strength bolt. As a novel fan foundation structure, the composite cylindrical foundation can be integrally installed on the sea as compared with a traditional pile foundation, and the foundation construction, the fan hoisting, the complete machine debugging and the like are all completed on the land, so that the standardized and modularized manufacturing of the fan foundation and the upper fan is realized, the manufacturing cost is reduced, the construction period is shortened, and the composite cylindrical foundation has remarkable advantages and wide application prospect.
The composite cylinder type foundation is manufactured on land. Generally, the connecting part of the foundation and the tower comprises a high-strength bolt, a steel backing plate, a nut, a locking half nut, a nylon nut, an anchor backing plate, a bottom flange of the bottom section tower and a high-strength grouting section. The current manufacturing method is as follows: when the top of the foundation is manufactured, firstly, high-strength bolts, nuts, locking half nuts and anchor backing plates are installed and poured into concrete; and after the strength of the concrete meets the requirement, installing nylon nuts, hoisting the fan bottom tower section by adopting hoisting equipment, placing the hoisting equipment on the nylon nuts, and simultaneously, leveling by screwing and rotating the nylon nuts. And after the levelness of the bottom tower drum meets the design requirement, filling high-strength grouting material in the part below the bottom tower drum, and finally tensioning the high-strength bolts and screwing the nuts. After the onshore construction is completed, the combined structure of the composite cylinder type foundation and the fan bottom section tower drum is hoisted into a harbor basin through a gantry crane, then the combined structure is bound to a fan installation ship, and then the rest fan tower drum and the engine room are hoisted. After the fan and the foundation are assembled, the wind power plant is transported to a wind power plant through a fan installation ship, ship positioning and whole machine fan and foundation sinking installation are carried out, and therefore a complete power generation single project is completed.
If the fan bottom tower section is installed after the foundation is hung in the harbor basin, the foundation and the ship are easily shaken under the action of seawater in the harbor basin, and the levelness of the fan bottom tower section relative to the foundation cannot be guaranteed, so the fan bottom tower section is usually hung on the land. The maximum hoisting height of a gantry crane which can hoist a combined structure at present and comprises a composite cylindrical foundation and a fan bottom section tower drum is 52m, and the height of the fan bottom section tower drum is generally 12-18 m. To ensure that the height of the above-mentioned composite structure does not exceed 52m, the base height should be limited to within 40 m. As the construction of offshore wind farms progresses to deeper sea areas, the height of the foundation may exceed 40m when the water depth exceeds 15m, resulting in a limitation in the use of the composite cylindrical foundation.
Therefore, in order to solve the problem of the restriction of the height of the current compound cylindrical foundation of offshore wind power, the utility model provides a construction method that compound cylindrical foundation of offshore wind power and a tower section of thick bamboo are connected. If a gantry crane with larger hoisting height is built in the future, the conventional manufacturing method is still applicable.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome the above-mentioned weak point of the compound section of thick bamboo type basis of marine wind power and tower section of thick bamboo connection structure and the construction mode among the prior art, provide a hoist and mount of fan base section tower section of thick bamboo in the harbor pond, reduced the height that land was hung the structure thing, enlarged the scope of the suitable depth of water of compound section of thick bamboo type basis, hung the weight of structure thing when having reduced to hang into the harbor pond to the compound section of thick bamboo type basis of marine wind power and tower section of thick bamboo connection structure of the construction degree of difficulty have been reduced.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model discloses a compound section of thick bamboo type basis of offshore wind power and tower section of thick bamboo connection structure, connection structure is used for connecting fan end socket tower section of thick bamboo and compound section of thick bamboo type basis, compound section of thick bamboo type basis includes wide shallow steel cylinder body and prestressing force arc reinforced concrete structure, connection structure sets up between prestressing force arc reinforced concrete structure and fan end socket tower section of thick bamboo, including backing steel plate, end socket tower section of thick bamboo flange, high strength bolt and anchor backing plate, end socket tower section of thick bamboo flange sets up in end socket tower section of thick bamboo bottom, and backing steel plate pad locates end socket tower section of thick bamboo flange below, and the anchor backing plate sets up in prestressing force arc reinforced concrete structure top, high strength bolt connects end socket tower section of thick bamboo flange, backing steel plate and anchor backing plate.
Preferably, a first grouting layer is poured from the position below the steel base plate to the top surface of the prestressed arc-shaped reinforced concrete structure, and a second grouting layer is poured above the first grouting layer.
Preferably, nuts are respectively sleeved above the bottom flange of the bottom tower and below the anchor backing plate at two ends of the high-strength bolt, and nylon nuts are sleeved on the part, below the steel backing plate, of the high-strength bolt.
Preferably, the number and the aperture of the holes of the steel backing plate correspond to those of the holes of the bottom flange of the bottom tower segment, the width of the steel backing plate is not less than that of the bottom flange, and the thickness of the steel backing plate is generally 50-100 mm.
The utility model discloses provide a construction method of compound section of thick bamboo type basis of offshore wind power and tower section of thick bamboo connection structure simultaneously, the method includes following step:
step 1, after the prestressed arc-shaped reinforced concrete structure is manufactured, hoisting equipment is adopted to hoist a steel backing plate to the upper side of the prestressed arc-shaped reinforced concrete structure, assembling of a high-strength bolt and the steel backing plate is completed, and nylon nuts are adopted to fix and level the lower side of the steel backing plate;
and 5, grouting the grouting layer for the second time, and finally completing hoisting of the rest fan tower drums and the engine room.
The steel backing plate is connected with the bottom flange of the bottom tower drum through the high-strength bolt, and the upper surface of the steel backing plate is in butt joint with the lower surface of the bottom flange when the steel backing plate and the bottom flange are assembled, so that the levelness of the bottom tower drum of the fan is guaranteed to meet the design requirement. Therefore, the utility model has the advantages that: (1) the fan bottom section tower drum is hoisted in the harbor basin, so that the height of a land hoisted structure is reduced, and the applicable water depth range of the composite cylinder foundation is expanded; (2) the utility model discloses construction method has reduced the weight of being hung the structure thing when hanging into the harbor basin to the construction degree of difficulty has been reduced.
Drawings
Fig. 1 is the utility model discloses a compound section of thick bamboo type basis of offshore wind power and tower section of thick bamboo connection structure's elevation map.
Fig. 2 is a detailed view of the connection part of the fan base tower tube and the composite tube type foundation of the present invention.
Fig. 3 is a detailed view of the steel base plate of the present invention.
In the figure:
1. a wide and shallow steel cylinder body; 2. a prestressed arc-shaped reinforced concrete structure; 3. a fan bottom section tower drum; 4. a steel backing plate; 5. a bottom flange of the bottom section tower barrel; 6. a first grouting layer; 7. grouting the layer for the second time; 8. a nylon nut; 9. a high-strength bolt; 10. a nut; 11. locking the half nuts; 12. and (5) anchoring a backing plate.
Detailed Description
The invention is further described with reference to the accompanying drawings and the detailed description.
As shown in fig. 1 and fig. 2, the utility model discloses a compound section of thick bamboo type basis of offshore wind power and tower section of thick bamboo connection structure, connection structure is used for connecting fan end festival tower section of thick bamboo 3 and compound section of thick bamboo type basis, compound section of thick bamboo type basis includes wide and shallow steel cylinder body 1 and prestressing force arc reinforced concrete structure 2. The connecting structure is arranged between the prestressed arc-shaped reinforced concrete structure 2 and the fan bottom section tower barrel 3 and comprises a steel backing plate 4, a bottom section tower barrel bottom flange 5, high-strength bolts 9 and an anchor backing plate 12, wherein the bottom section tower barrel bottom flange 5 is arranged at the bottom of the bottom section tower barrel 3, the steel backing plate 4 is arranged below the bottom section tower barrel bottom flange 5, the anchor backing plate 12 is arranged at the top of the prestressed arc-shaped reinforced concrete structure 2, and the high-strength bolts 9 are connected with the bottom section tower barrel bottom flange 5, the steel backing plate 4 and the anchor backing plate 12.
Pouring a first grouting layer 6 from the lower part of the steel base plate 4 to the top surface of the prestressed arc-shaped reinforced concrete structure 2, and pouring a second grouting layer 7 above the first grouting layer 6.
As shown in FIG. 3, the number and the aperture of the holes of the steel backing plate correspond to those of the holes of the bottom flange of the bottom tower, the width of the steel backing plate is not less than that of the bottom flange, and the thickness of the steel backing plate is generally 50 mm-100 mm.
The utility model discloses provide a construction method of compound section of thick bamboo type basis of offshore wind power and tower section of thick bamboo connection structure simultaneously, the method includes following step:
step 1, after the prestressed arc-shaped reinforced concrete structure is manufactured, hoisting a steel backing plate to the upper side of the prestressed arc-shaped reinforced concrete structure by adopting hoisting equipment to finish the assembly of a high-strength bolt 9 and the steel backing plate 4, and fixing and leveling the lower side of the steel backing plate 4 by adopting a nylon nut 8;
and 5, grouting the grouting layer 7 for the second time, and finally completing hoisting of the rest fan tower drum and the engine room.
The steel backing plate 4 is connected with the bottom flange 5 of the bottom tower section through the high-strength bolt 9, and the butt joint of the surface and the surface (the upper surface of the steel backing plate and the lower surface of the bottom flange) is adopted during the assembly of the steel backing plate and the bottom flange, so that the levelness of the bottom tower section of the fan is ensured to meet the design requirement. The steel backing plate is arranged at the top of the foundation, the number and the aperture of the holes of the steel backing plate correspond to those of the holes of the bottom flange of the bottom tower section, the width of the steel backing plate is not less than that of the bottom flange, and the thickness of the steel backing plate is generally 50-100 mm.
The technical proposal of the utility model is that the wind motor bottom section tower barrel is hoisted in the harbor basin, thus reducing the height of the land hoisted structure and expanding the applicable water depth range of the composite cylinder type foundation; the utility model discloses construction method has reduced the weight of being hung the structure thing when hanging into the harbor basin to the construction degree of difficulty has been reduced.
Claims (4)
1. A connecting structure of an offshore wind power composite cylindrical foundation and a tower barrel is used for connecting a fan bottom section tower barrel (3) and the composite cylindrical foundation, the composite cylinder type foundation comprises a wide and shallow steel cylinder body (1) and a prestressed arc-shaped reinforced concrete structure (2), the connecting structure is arranged between the prestressed arc-shaped reinforced concrete structure (2) and the fan bottom tower drum (3), it is characterized by comprising a steel backing plate (4), a bottom flange (5) of a bottom tower section, a high-strength bolt (9) and an anchor backing plate (12), wherein the bottom flange (5) of the bottom tower section is arranged at the bottom of a bottom tower section (3), the steel backing plate (4) is arranged below the bottom flange (5) of the bottom tower section in a cushioning manner, the anchor backing plate (12) is arranged at the top of a prestressed arc-shaped reinforced concrete structure (2), the high-strength bolt (9) is connected with a bottom flange (5) of the bottom tower section, a steel backing plate (4) and an anchor backing plate (12).
2. The offshore wind power composite cylindrical foundation and tower connection structure as claimed in claim 1, wherein a first grouting layer (6) is poured from below the steel tie plate (4) to the top surface of the prestressed arc-shaped reinforced concrete structure (2), and a second grouting layer (7) is poured from above the first grouting layer (6).
3. The connection structure of the offshore wind power composite cylindrical foundation and the tower barrel as claimed in claim 1, wherein nuts (10) are respectively sleeved at two ends of the high-strength bolt (9) above the bottom flange (5) of the bottom section tower barrel and below the anchor backing plate (12), and a nylon nut (8) is sleeved at a part of the high-strength bolt (9) below the steel backing plate (4).
4. The offshore wind power composite cylindrical foundation and tower cylinder connecting structure as claimed in claim 1, wherein the number and the aperture of the steel backing plate openings correspond to those of the bottom flange openings of the bottom tower, the width of the steel backing plate openings is not less than that of the bottom flange, and the thickness of the steel backing plate openings is generally 50 mm-100 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922416745.7U CN211735478U (en) | 2019-12-29 | 2019-12-29 | Connecting structure of offshore wind power composite cylindrical foundation and tower barrel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922416745.7U CN211735478U (en) | 2019-12-29 | 2019-12-29 | Connecting structure of offshore wind power composite cylindrical foundation and tower barrel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211735478U true CN211735478U (en) | 2020-10-23 |
Family
ID=72871498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922416745.7U Active CN211735478U (en) | 2019-12-29 | 2019-12-29 | Connecting structure of offshore wind power composite cylindrical foundation and tower barrel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211735478U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965570A (en) * | 2019-12-29 | 2020-04-07 | 中国电建集团华东勘测设计研究院有限公司 | Offshore wind power composite cylindrical foundation and tower drum connecting structure and construction method |
| CN113738591A (en) * | 2021-08-27 | 2021-12-03 | 南京水科院勘测设计有限公司 | Integral shipping wharf plane arrangement and hoisting process of marine composite cylinder foundation fan |
-
2019
- 2019-12-29 CN CN201922416745.7U patent/CN211735478U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965570A (en) * | 2019-12-29 | 2020-04-07 | 中国电建集团华东勘测设计研究院有限公司 | Offshore wind power composite cylindrical foundation and tower drum connecting structure and construction method |
| CN113738591A (en) * | 2021-08-27 | 2021-12-03 | 南京水科院勘测设计有限公司 | Integral shipping wharf plane arrangement and hoisting process of marine composite cylinder foundation fan |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2021012860A1 (en) | Pile-bucket composite truss type offshore wind turbine foundation and construction process thereof | |
| US9777713B2 (en) | Floating offshore wind power generation facility | |
| CN108643221B (en) | Offshore wind power assembled bearing platform foundation and construction method thereof | |
| CN201538971U (en) | Basic structure of high-rise pile cap type offshore wind driven generator | |
| CN108867684A (en) | Offshore wind turbine gravity caisson basis and its installation method | |
| CN211735478U (en) | Connecting structure of offshore wind power composite cylindrical foundation and tower barrel | |
| CN113653601B (en) | Semi-submersible floating type fan device and system | |
| CN103981867A (en) | Piling limiting frame for intertidal zone offshore wind power foundation pile sinking and construction method thereof | |
| CN113071605B (en) | Anchoring foundation suitable for floating type fan and construction method thereof | |
| WO2022127466A1 (en) | Novel offshore wind turbine foundation suitable for shallow covering layer and construction method therefor | |
| CN110745216A (en) | Fishery net cage and floating type fan foundation combined structure and construction method | |
| CN112627222A (en) | Novel offshore wind power foundation applicable to shallow covering layer and construction method thereof | |
| CN108677995B (en) | Offshore wind turbine single pile foundation with suction caisson and tensioning mooring system | |
| CN210797617U (en) | Pile barrel composite truss type offshore wind turbine foundation | |
| CN110155264B (en) | Marine fan composite cylinder foundation towing structure and towing method | |
| JP5738643B2 (en) | Installation method of offshore wind power generation equipment | |
| CN114855865A (en) | Tensioning type fan foundation anchored on rock-based seabed and arrangement method | |
| CN208763050U (en) | Offshore wind turbine gravity caisson basis | |
| CN210766855U (en) | Multi-barrel combined foundation system connected with offshore wind power box-shaped beams | |
| CN110965570A (en) | Offshore wind power composite cylindrical foundation and tower drum connecting structure and construction method | |
| CN113550345A (en) | Connecting structure of fan foundation and tower barrel and construction method | |
| CN217870596U (en) | Tensioning type fan foundation anchored on foundation seabed | |
| CN209082546U (en) | A kind of composite base structure suitable for marine wind electric field fan | |
| CN204491567U (en) | Prefabricated steel pipe pile wind power generation platform | |
| CN116161175A (en) | Anchoring system for shared foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |