CN110626470A - Marine floating type fan foundation with catamaran structure - Google Patents
Marine floating type fan foundation with catamaran structure Download PDFInfo
- Publication number
- CN110626470A CN110626470A CN201911040300.1A CN201911040300A CN110626470A CN 110626470 A CN110626470 A CN 110626470A CN 201911040300 A CN201911040300 A CN 201911040300A CN 110626470 A CN110626470 A CN 110626470A
- Authority
- CN
- China
- Prior art keywords
- double
- hull
- foundation
- catamaran
- fan
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
- B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
- B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
- B63B1/12—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
- B63B1/121—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising two hulls
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
- B63B1/32—Other means for varying the inherent hydrodynamic characteristics of hulls
- B63B1/40—Other means for varying the inherent hydrodynamic characteristics of hulls by diminishing wave resistance
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B2035/4433—Floating structures carrying electric power plants
- B63B2035/446—Floating structures carrying electric power plants for converting wind energy into electric energy
-
- 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
- Y02T—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
- Y02T70/00—Maritime or waterways transport
- Y02T70/10—Measures concerning design or construction of watercraft hulls
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Wind Motors (AREA)
Abstract
The invention discloses a marine floating type fan foundation with a catamaran structure, and belongs to the technical field of marine wind power foundations. Through the combination of the double-hull buoyancy tanks, the connecting mechanism, the upright column base body and other parts, a stable floating foundation is provided for the offshore wind turbine; the double-hull buoyancy tanks are streamlined, so that the double-hull buoyancy tanks have good performance of reducing water resistance during towing, can be conveniently towed to the point position of the fan, and save the transportation and installation time and cost; after the fan is connected with the fan and installed, the foundation can be completely or mostly immersed under the water surface and connected and fixed with the seabed through the mooring system, the area of a waterline is greatly reduced, the influence of surge on the fan is reduced, and the safety and the stability of the fan are enhanced. The structure design is reasonable, the cost is low, and the application prospect is good.
Description
Technical Field
The invention belongs to the technical field of offshore wind power foundations, and particularly relates to an offshore floating type fan foundation with a catamaran structure.
Background
In recent years, as onshore and offshore wind power resource development is gradually saturated, deep sea wind power development becomes a trend of future wind power development. Because the water depth is larger, the deep and far sea wind power plant is not suitable for adopting a fixed foundation, and a floating foundation is inevitably selected. The floating foundation is mainly of a semi-submersible type, a TLP type and a Spar type. The semi-submersible foundation can be towed and transported with the fan integrally, but is easily affected by surge and ice load due to large area of a waterline. The TLP type foundation has good stability, but has larger difficulty in transportation and anchoring. The Spar type foundation structure is simple, but towing cannot be achieved, and the hoisting difficulty is high. The three floating foundations have advantages and disadvantages, and need to be selected according to wind field conditions.
The installation cost of the offshore wind farm is about 30 percent of the total investment generally. Deep and distant sea wind farms are often more than 30 km offshore, and the installation cost of wind turbines and foundation transportation is multiplied compared to offshore wind farms. Therefore, the reduction of the installation cost of the deep sea wind power plant is of great significance for reducing the investment of the wind power plant and improving the economic benefit of the wind power plant. The development of the deep sea wind turbine floating foundation which can be conveniently towed and transported, has small water line surface, small wave load and low installation cost is an important direction for the development of deep sea wind power.
Disclosure of Invention
In order to solve the problems, the invention aims to provide a marine floating type fan foundation with a catamaran structure, which is reasonable in structural design, has good performance of reducing water resistance during towing, and can provide a stable foundation for a fan during fixing.
The invention is realized by the following technical scheme:
the invention discloses a marine floating type fan foundation with a catamaran structure, which comprises upright columns, upright column matrixes and double-hull buoyancy tanks, wherein the upright columns are arranged on the upper surface of the upright columns;
the upright post is fixedly connected with the upright post base body, the double-hull buoyancy tank comprises two buoyancy tanks with streamline outer molded lines, and the upright post base body is connected with the double-hull buoyancy tank through a connecting mechanism;
when the double-hull floating box is used, the upright posts are fixedly connected with the fan tower cylinder, and the double-hull floating box is connected with the seabed through the mooring system.
Preferably, the connecting mechanism comprises a plurality of horizontal connecting rods and a plurality of inclined connecting rods, the upright column base body is respectively connected with two buoyancy tanks of the double-hull buoyancy tank through the horizontal connecting rods, and the two buoyancy tanks of the double-hull buoyancy tank are connected through the horizontal connecting rods; the upright column base body and part of the horizontal connecting rods are connected with the double-hull buoyancy tanks through the inclined connecting rods.
Preferably, the connecting mechanism comprises an upper hull platform and a plurality of inclined connecting rods, the two buoyancy tanks of the double-hull buoyancy tank are connected through the upper hull platform, the upright column base body is fixed on the upper hull platform, one end of each inclined connecting rod is connected with the upper hull platform, and the other end of each inclined connecting rod is connected with the double-hull buoyancy tank.
Preferably, a plurality of upright diagonal braces are connected between the upright side wall and the upper end surface of the upright base body.
Preferably, the mooring system comprises a mooring line and an anchoring base; 4-12 mooring lines are uniformly arranged on two buoyancy tanks of the double-hull buoyancy tank; the anchoring bases are fixed on the seabed, and each mooring line is fixedly connected with 1-3 anchoring bases.
Preferably, the two pontoons of the double hull pontoon are fusiform and of equal size.
Preferably, two buoyancy tanks of the double hull buoyancy tank are of hollow structure.
Further preferably, the inner walls of both buoyancy tanks are provided with supports.
Preferably, the outer surfaces of the upright post, the upright post base body, the double-hull buoyancy tank and the connecting mechanism are all provided with corrosion-resistant layers.
Preferably, the width of the two buoyancy tanks of the double hull buoyancy tank is gradually reduced from bottom to top.
Compared with the prior art, the invention has the following beneficial technical effects:
the invention discloses a marine floating type fan foundation with a catamaran structure, which provides a stable floating type foundation for a marine fan through the combination of parts such as a double-hull buoyancy tank, a connecting mechanism, a stand column matrix and the like; the double-hull buoyancy tanks are streamlined, so that the double-hull buoyancy tanks have good performance of reducing water resistance during towing, can be conveniently towed to the point position of the fan, and save the transportation and installation time and cost; after the fan is connected with the fan and installed, the foundation can be completely or mostly immersed under the water surface and connected and fixed with the seabed through the mooring system, the area of a waterline is greatly reduced, the influence of surge on the fan is reduced, and the safety and the stability of the fan are enhanced. The structure design is reasonable, the cost is low, and the application prospect is good.
Furthermore, the horizontal connecting rod and the inclined connecting rod are combined for use, so that the weight of the fan foundation is reduced and the manufacturing cost is reduced while stable support is achieved.
Furthermore, two buoyancy tanks of the double-hull buoyancy tank are connected through the upper hull platform, the connecting structure is stable, the upper hull platform is convenient for construction operation, and the stability is further improved through the inclined connecting rod.
Furthermore, a plurality of upright post inclined support rods are arranged between the upright post side wall and the upper end surface of the upright post substrate, so that the stability and the structural strength of the upright post are improved.
Furthermore, the number of mooring lines and the fixing mode of the mooring lines and the anchoring base are selected according to actual conditions, and the most stable fixing mode is achieved.
Furthermore, the double-hull buoyancy tanks adopt two fusiform buoyancy tanks with the same size, and the water resistance is small during towing.
Furthermore, the buoyancy tank adopts a hollow structure, so that larger buoyancy can be generated.
Furthermore, the inner wall of the hollow buoyancy tank is provided with a support, so that the buoyancy tank is prevented from deforming, the performance is prevented from being influenced, and the stability is improved.
Furthermore, the outer surfaces of the upright post, the upright post base body, the double-hull buoyancy tank and the connecting mechanism are all provided with corrosion-resistant layers, so that the device can be prevented from being damaged by seawater corrosion, and the service life and the safety of the device are improved.
Furthermore, the width of the two buoyancy tanks of the double-hull buoyancy tank is gradually reduced from bottom to top, which is favorable for reducing towing resistance.
Drawings
FIG. 1 is a schematic structural view of embodiment 1 of the present invention;
FIG. 2 is a front view of the structure of embodiment 1 of the present invention;
FIG. 3 is a schematic structural diagram of embodiment 2 of the present invention;
fig. 4 is a front view of the structure of embodiment 2 of the present invention.
In the figure: 1-upright post, 2-upright post diagonal brace, 3-upright post base body, 4-diagonal connecting rod, 5-1-horizontal connecting rod, 5-2-upper hull platform, 6-double hull buoyancy tank and 7-mooring line.
Detailed Description
The invention will now be described in further detail with reference to the following drawings and specific examples, which are intended to be illustrative and not limiting:
example 1
Referring to fig. 1 and 2, the marine floating type wind turbine foundation with the catamaran structure comprises upright columns 1, upright column matrixes 3 and double-hull buoyancy tanks 6; the lower end of the stand column 1 is fixedly connected with the upper end of the stand column base body 3, the stand column base body 3 is a reinforced concrete cylinder with the diameter of 10 meters, and 4 stand column inclined supporting rods 2 are uniformly distributed on the side wall of the stand column 1 along the circumference and fixed with the upper end face of the stand column base body 3. The external contour of the double-hull buoyancy tank 6 is streamline, the length of a single buoyancy tank is 12 meters, the widest part of the lower part is 2 meters, and the height is 10 meters. The two buoyancy tanks are connected through a plurality of horizontal connecting rods 5-1, and the horizontal connecting rods 5-1 are uniformly arranged along the bow to the tail of the buoyancy tanks. The column base body 3 is respectively connected with two buoyancy tanks of the double-hull buoyancy tank 6 through two horizontal connecting rods 5-1. A plurality of inclined connecting rods 4 are fixed between the column base body 3 and the two buoyancy tanks, and between part of the horizontal connecting rods 5-1 and the two buoyancy tanks. The upright posts 1, the upright post diagonal brace 2, the upright post base body 3, the diagonal connecting rod 4, the horizontal connecting rod 5-1 and the double-hull buoyancy tanks 6 are all made of 316 stainless steel, and the surfaces of the upright posts are subjected to oxidation treatment. Two buoyancy tanks of the double-hull buoyancy tank 6 are respectively connected with 2 mooring lines 7, and each mooring line 7 is connected with 1 anchoring foundation fixed on the seabed.
Example 2
Referring to fig. 3 and 4, the marine floating type wind turbine foundation with the catamaran structure of the invention comprises upright columns 1, upright column matrixes 3 and double-hull buoyancy tanks 6; the lower end of the stand column 1 is fixedly connected with the upper end of the stand column base body 3, the stand column base body 3 is a reinforced concrete cylinder with the diameter of 10 meters, and 6 stand column inclined supporting rods 2 are uniformly distributed on the side wall of the stand column 1 along the circumference and fixed with the upper end face of the stand column base body 3. The double-hull buoyancy tank 6 is fusiform in shape line, wide in the middle, sharp at two ends, 12 meters long in a single buoyancy tank, 2 meters at the widest position of the lower part and 10 meters high. Two buoyancy tanks of the double-hull buoyancy tank 6 are connected through an upper hull platform 5-2, the upright column base body 3 is fixed on the upper hull platform 5-2, one end of the inclined connecting rod 4 is connected with the upper hull platform 5-2, the other end of the inclined connecting rod is connected with the double-hull buoyancy tank 6, and an appropriate number of inclined connecting rods 4 are arranged according to conditions. Two buoyancy tanks of the double-hull buoyancy tank 6 are both of a hollow structure, and a plurality of supports are arranged on the inner wall. The upright posts 1, the upright post diagonal brace 2, the upright post base body 3, the diagonal connecting rod 4, the upper hull platform 5-2 and the double-hull buoyancy tanks 6 are all made of tin brass, and the surfaces of the upright posts are subjected to electroplating treatment. Two buoyancy tanks of the double-hull buoyancy tank 6 are respectively connected with 6 mooring lines 7, and each mooring line 7 is connected with 3 anchoring foundations fixed on the seabed.
Effect verification:
after the marine floating type wind turbine foundation with the catamaran structure is adopted, the towing speed of the floating type wind turbine foundation can reach 5-10 knots, the towing time of a single wind turbine foundation can be saved by 10-20 hours in an offshore wind power plant of 50km, and the installation time and the cost of the wind turbine are greatly reduced. Compared with the traditional semi-submersible type fan foundation, after the upper fan is installed, the buoyancy tank is immersed in water, the water line surface is small, the swing of the fan caused by wave load is greatly reduced, and the stability of the fan is enhanced.
It should be noted that the above description is only one embodiment of the present invention, and all equivalent changes of the system described in the present invention are included in the protection scope of the present invention. Persons skilled in the art to which this invention pertains may substitute similar alternatives for the specific embodiments described, all without departing from the scope of the invention as defined by the claims.
Claims (10)
1. A marine floating type fan foundation with a catamaran structure is characterized by comprising upright columns (1), upright column matrixes (3) and double-hull buoyancy tanks (6);
the upright post (1) is fixedly connected with the upright post base body (3), the double-hull buoyancy tank (6) comprises two buoyancy tanks with streamline outer molded lines, and the upright post base body (3) is connected with the double-hull buoyancy tank (6) through a connecting mechanism;
when the double-hull floating box is used, the upright posts (1) are fixedly connected with the fan tower cylinder, and the double-hull floating box (6) is connected with the seabed through a mooring system.
2. The catamaran-structure offshore floating fan foundation as claimed in claim 1, wherein the connection mechanism comprises a plurality of horizontal connecting rods (5-1) and a plurality of inclined connecting rods (4), the upright column base body (3) is respectively connected with two buoyancy tanks of the double-hull buoyancy tank (6) through the horizontal connecting rods (5-1), and the two buoyancy tanks of the double-hull buoyancy tank (6) are connected through the horizontal connecting rods (5-1); the upright column base body (3) and part of the horizontal connecting rods (5-1) are connected with the double-hull buoyancy tanks (6) through the inclined connecting rods (4).
3. The catamaran-structure offshore floating fan foundation as recited in claim 1, wherein the connection mechanism comprises an upper hull platform (5-2) and a plurality of inclined connecting rods (4), two buoyancy tanks of the double hull buoyancy tank (6) are connected through the upper hull platform (5-2), the upright column base body (3) is fixed on the upper hull platform (5-2), one end of each inclined connecting rod (4) is connected with the upper hull platform (5-2), and the other end of each inclined connecting rod is connected with the double hull buoyancy tank (6).
4. The catamaran-structure offshore floating wind turbine foundation as claimed in claim 1, wherein a plurality of upright diagonal braces (2) are connected between the side walls of the uprights (1) and the upper end faces of the upright bases (3).
5. The catamaran offshore floating wind turbine foundation of claim 1, wherein the mooring system comprises mooring lines (7) and an anchoring foundation; 4-12 mooring lines (7) are uniformly arranged on two buoyancy tanks of the double-hull buoyancy tank (6); the anchoring bases are fixed on the seabed, and each mooring line (7) is fixedly connected with 1-3 anchoring bases.
6. Catamaran structural offshore floating wind turbine foundation according to claim 1, wherein two pontoons of the double hull pontoon (6) are fusiform and equal in size.
7. Catamaran structural offshore floating wind turbine foundation according to claim 1, wherein two pontoons of the double hull pontoon (6) are hollow.
8. The catamaran offshore floating wind turbine foundation of claim 7, wherein the inner walls of both buoyancy tanks are provided with supports.
9. The marine floating type fan foundation with the catamaran structure according to claim 1, wherein the outer surfaces of the upright columns (1), the upright column base body (3), the double-hull buoyancy tanks (6) and the connecting mechanism are provided with corrosion-resistant layers.
10. Catamaran structural offshore floating wind turbine foundation according to claim 1, wherein the width of the two pontoons of the double hull pontoon (6) decreases from bottom to top.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201911040300.1A CN110626470A (en) | 2019-10-29 | 2019-10-29 | Marine floating type fan foundation with catamaran structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201911040300.1A CN110626470A (en) | 2019-10-29 | 2019-10-29 | Marine floating type fan foundation with catamaran structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110626470A true CN110626470A (en) | 2019-12-31 |
Family
ID=68978598
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201911040300.1A Pending CN110626470A (en) | 2019-10-29 | 2019-10-29 | Marine floating type fan foundation with catamaran structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110626470A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113623141A (en) * | 2021-08-27 | 2021-11-09 | 上海电气风电集团股份有限公司 | Offshore wind turbine power generation system |
WO2024131858A1 (en) * | 2022-12-23 | 2024-06-27 | 华东勘测设计院(福建)有限公司 | Double-float single-point-mooring offshore wind power floating foundation and installation method therefor |
-
2019
- 2019-10-29 CN CN201911040300.1A patent/CN110626470A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113623141A (en) * | 2021-08-27 | 2021-11-09 | 上海电气风电集团股份有限公司 | Offshore wind turbine power generation system |
WO2024131858A1 (en) * | 2022-12-23 | 2024-06-27 | 华东勘测设计院(福建)有限公司 | Double-float single-point-mooring offshore wind power floating foundation and installation method therefor |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111232140B (en) | Floating offshore wind power foundation structure with additional net cage | |
CN111021393A (en) | Floating type fan foundation, fan and construction method thereof | |
CN112523969B (en) | Truss inhaul cable type floating offshore wind turbine structure | |
US20110311360A1 (en) | Offshore wind turbine | |
CN112455617B (en) | Novel semi-submersible offshore wind power platform | |
CN110203342B (en) | Multi-column floating type wind power generation device | |
JP6334416B2 (en) | Offshore wind turbine | |
CN110345010B (en) | Offshore wind turbine power generation equipment with anti-rolling function | |
CN104816797A (en) | Offshore wind driven generator set and mounting method thereof | |
CN212243737U (en) | Marine floating type fan foundation and fan | |
CN109941397A (en) | A kind of semi-submersible type offshore wind generating platform and offshore wind energy plant | |
JP2015510086A5 (en) | ||
CN110626470A (en) | Marine floating type fan foundation with catamaran structure | |
CN111942533A (en) | Three-upright-column offshore wind power generation platform system | |
CN112319717A (en) | Full-submersible offshore wind turbine floating platform with inclined side columns | |
CN110356521B (en) | Floating drum flexible connection type semi-submersible floating fan structure | |
CN219220634U (en) | Marine floating type fan foundation | |
CN210526798U (en) | Multi-upright-column floating type wind power generation device | |
CN211391621U (en) | Mixed type floating type fan foundation | |
CN210761207U (en) | Marine floating type fan foundation with catamaran structure | |
CN115539312A (en) | Floating offshore wind turbine generator with stay cables | |
CN212951052U (en) | Three-upright-column offshore wind power generation platform system | |
CN113236502A (en) | Floating type offshore wind turbine foundation | |
CN209889067U (en) | Tension leg type offshore wind power generation system | |
CN215707018U (en) | Floating type wind power equipment construction engineering ship |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |