CN214112811U - Platform foundation structure of semi-submersible offshore wind generating set - Google Patents
Platform foundation structure of semi-submersible offshore wind generating set Download PDFInfo
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- CN214112811U CN214112811U CN202022802645.0U CN202022802645U CN214112811U CN 214112811 U CN214112811 U CN 214112811U CN 202022802645 U CN202022802645 U CN 202022802645U CN 214112811 U CN214112811 U CN 214112811U
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Abstract
The utility model provides a platform foundation structure of a semi-submersible offshore wind generating set, which comprises at least three platform main bodies, wherein each platform main body comprises a deck, a stand column and a heave plate; the upper end of each upright post is connected with the outer side end of a corresponding deck, and the length direction of the deck in each platform main body is the same as that of the upright post; a mooring system is arranged on the outer side surface of each column body; the upper surface of each heave plate is connected with the lower end of a corresponding upright post, the length direction of the deck is the same as that of the heave plate, and two opposite side surfaces of the heave plate are a plate body inner side surface and a plate body outer side surface along the length direction of the heave plate; the outer side surface of the column body is a vertical plane, the outer side surface of the plate body is a vertical plane, and the outer side surface of the column body and the outer side surface of the plate body are coplanar. The platform foundation structure avoids the problem that the anchor chain of a mooring system in the existing semi-submersible foundation structure interferes with the heave plate.
Description
Technical Field
The utility model relates to an ocean engineering technology field especially relates to a semi-submerged formula offshore wind generating set's platform foundation structure.
Background
As offshore wind power in China is saturated day by day, offshore wind power becomes the mainstream of the industry gradually, and floating offshore wind power is also gradually increased. China is rich in ocean wind energy resources, seabed engineering geology has unique characteristics, the construction water depth of the far-sea wind power which is planned at present is mostly in the range of 30m to 50m, the water depth in the range of 30m to 50m is a medium-shallow water depth condition, and therefore the exploration of the floating offshore wind generating set platform foundation structure suitable for the medium-shallow water depth condition is of great significance. The semi-submersible foundation structure is the most mature floating foundation structure internationally at present, has excellent adaptability, but a series of problems such as difficult design of a mooring system at the middle and shallow water depths, impending bottoming, interference between an anchor chain of the mooring system and a heave plate and the like exist when the existing semi-submersible foundation structure is directly used in the sea area at the middle and shallow water depths in China.
SUMMERY OF THE UTILITY MODEL
In view of the above prior art's shortcoming, the utility model provides a technical problem provide a mooring system's anchor chain and hang down the board and do not take place to interfere and hang down the board and be difficult to touch the platform foundation structure of end of semi-submerged formula offshore wind generating set.
In order to achieve the above objects and other related objects, the utility model provides a semi-submersible offshore wind turbine unit's platform foundation structure, include: at least three platform bodies, each of the platform bodies comprising a deck, a column, and a heave plate;
the two ends of each deck in the length direction are respectively the inner side end of the deck and the outer side end of the deck, and the inner side ends of all the decks are connected;
the upper end of each upright column is connected with the outer side end of the corresponding deck, the length direction of the deck in each platform main body is the same as the length direction of the upright column, and two opposite side surfaces of the upright column are a column inner side surface and a column outer side surface along the length direction of the upright column; a mooring system is arranged on the outer side surface of each column body;
the upper surface of each heave plate is connected with the lower end of the corresponding upright post, the length direction of the deck in each platform main body is the same as that of the heave plate, and two opposite side surfaces of the heave plate are a plate body inner side surface and a plate body outer side surface along the length direction of the heave plate;
the outer side surface of the column body is a vertical plane, the outer side surface of the plate body is a vertical plane, and the outer side surface of the column body and the outer side surface of the plate body are coplanar.
Preferably, two adjacent heave plates are connected by a cross brace.
Preferably, a reinforcing member is provided at a junction between each of the heave plates and the wale.
Preferably, the upper end of one of the upright posts is connected with a wind generating set.
As described above, the utility model discloses a semi-submerged formula offshore wind turbine unit's platform foundation structure has following beneficial effect:
the utility model discloses an among the platform foundation structure, the cylinder lateral surface of stand is vertical plane, and the plate body lateral surface of swinging the board perpendicularly is vertical plane, and cylinder lateral surface and plate body lateral surface coplane, this when making mooring system's anchor chain put into the waters, mooring system's anchor chain can not take place to interfere with the swinging board, then mooring system's anchor chain can install the optional position at the cylinder lateral surface of stand as required, so, the utility model discloses a platform foundation structure can be applied to in the waters of middle and shallow depth of water, has avoided mooring system's anchor chain and the problem that the swinging board takes place to interfere among the current semi-submerged foundation structure, has also solved the problem that current mooring system can't be designed into the structure that adapts to middle and shallow depth of water; in addition, when the platform foundation structure in the shallow and medium water area turns on the side when encountering stormy waves, the outer side surface of the plate body of the rolling plate is a plane, so that the risk that the outer side surface of the plate body of the rolling plate turns on the side touches the bottom is reduced.
Drawings
Fig. 1 is a schematic top view of a platform foundation structure of a semi-submersible offshore wind turbine generator system according to the present embodiment.
Fig. 2 is a schematic side view of the platform infrastructure of the semi-submersible offshore wind turbine generator system according to the present embodiment.
Description of the reference numerals
100 platform body
110 deck
Inner end of 111 deck
112 outer end of deck
120 column
Inner side surface of the 121 cylinder
122 column outer side
130 heave plate
131 inner side surface of plate body
132 outer side of the plate body
200 mooring system
300 horizontal support
400 reinforcing element
500 wind generating set
Detailed Description
The following description is provided for illustrative purposes, and other advantages and features of the present invention will become apparent to those skilled in the art from the following detailed description.
It should be understood that the structures, ratios, sizes, etc. shown in the drawings of the present application are only used for matching with the contents disclosed in the specification, so as to be known and read by those skilled in the art, and are not used for limiting the limit conditions that the present invention can be implemented, so that the present invention has no technical essential meaning, and any modification of the structures, change of the ratio relationship or adjustment of the sizes should still fall within the scope covered by the technical contents disclosed in the present invention without affecting the function and the achievable purpose of the present invention. Meanwhile, the terms "upper", "lower", "left", "right", "middle" and "one" used in the present specification are only for convenience of description, and are not intended to limit the scope of the present invention, and the relative relationship between the terms and the modifications can be changed or adjusted without substantial technical changes and modifications.
As shown in fig. 1 to 2, the platform foundation structure of the semi-submersible offshore wind turbine generator system of the present embodiment includes:
at least three platform bodies 100, each platform body 100 including a deck 110, a mast 120, and a heave plate 130;
the two ends of each deck 110 in the length direction are respectively an inner side end 111 of the deck 110 and an outer side end 112 of the deck 110, the inner side ends 111 of all the decks 110 are connected, and the degree of the included angle between two adjacent decks 110 is 360 divided by the number of the platform main bodies 100;
the upper end of each upright column 120 is connected with the outer end 112 of the corresponding deck 110, the length direction of the deck 110 in each platform main body 100 is the same as the length direction of the upright column 120, and along the length direction of the upright column 120, two opposite side surfaces of the upright column 120 are a column inner side surface 121 and a column outer side surface 122; a mooring system 200 is mounted on each column outboard face 122; the upper end of one of the columns 120 is connected to a wind turbine generator set 500.
The upper surface of each heave plate 130 is connected to the lower end of the corresponding upright post 120, and the length direction of the deck 110 in each platform body 100 is the same as the length direction of the heave plate 130, and along the length direction of the heave plate 130, two opposite side surfaces of the heave plate 130 are a plate body inner side surface 131 and a plate body outer side surface 132;
the column outer side 122 is a vertical plane, the plate outer side 132 is a vertical plane, and the column outer side 122 and the plate outer side 132 are coplanar.
In the platform foundation structure of this embodiment, the lateral surface 122 of the column 120 is a vertical plane, the lateral surface 132 of the heave plate 130 is a vertical plane, and the lateral surface 122 of the column and the lateral surface 132 of the plate are coplanar, so that when the anchor chain of the mooring system 200 is placed in the water, the anchor chain of the mooring system 200 does not interfere with the heave plate 130, and the anchor chain of the mooring system 200 can be installed at any position of the lateral surface 122 of the column 120 as required, so the platform foundation structure of the present invention can be applied to a water area with medium and shallow water depth, avoids the problem that the anchor chain of the mooring system 200 interferes with the heave plate 130 in the existing semi-submersible foundation structure, and also solves the problem that the existing mooring system cannot be designed to adapt to the structure of the medium and shallow water depth water area; in addition, when the platform foundation structure in the shallow and medium water area turns over due to wind and waves, the risk that the outer side surface 132 of the plate body of the turning-over heave plate 130 touches the bottom is reduced because the outer side surface 132 of the plate body of the turning-over heave plate 130 is a plane.
In this embodiment, the heave plate 130 has a function of a buoy, the upper surface and the lower surface of the heave plate 130 are both planes arranged along the horizontal direction, and the upper surface of the heave plate 130 is perpendicular to the outer side surface 132 of the plate body. The number of the platform main bodies 100 is three, and the included angle between two adjacent decks 110 is 120 degrees.
Two adjacent heave plates 130 are connected by a cross brace 300. The placement of the cross-brace 300 stabilizes the position of the heave plate 130.
The joint between each heave plate 130 and the cross brace 300 is provided with a reinforcing member 400, and the reinforcing member 400 is used for reinforcing the connection between the heave plate 130 and the cross brace 300, so that the structural strength and the structural fatigue strength required by the platform foundation structure are ensured. The reinforcing member 400 is a stiffener plate.
Because the seabed continental shelf in China is flat, the water depth changes unobviously along with the increase of the offshore distance; the pacific east China faces China, the influence of typhoon is obvious, and the wind generating set 500 needs to have typhoon resistance and large load. In designing the platform foundation structure of the semi-submersible offshore wind turbine generator system, the balance of stability, hydrodynamic performance, structural strength and fatigue and the performance of the mooring system 200 needs to be considered. The utility model discloses a required platform structure in shallow and deep water area and the characteristics of mooring in semi-submersible offshore wind turbine set's the platform foundation structure combination, what have pertinence has proposed structural optimization to the platform foundation structure, effectively solves mooring system 200 and the problem of swaing board 130 mutual interference that hangs down, improves the motion performance.
The utility model discloses a semi-submersible offshore wind turbine unit's platform foundation structure can keep setting up the one side of mooring system 200 and do not have the geometry protruding structure, when guaranteeing platform foundation structure displacement, carries out corresponding enhancement to structural strength and fatigue sensitive area.
The utility model discloses in, in order to reduce the influence of wave and rivers to the structure, can be in the outside profile of swinging board 130, stand 120, stull 300 on the radius handle to hydrodynamic force performance has been improved. The insides of heave plate 130, column 120, wale 300 and deck 110 all set up additional strengthening, and additional strengthening can be floor or shaped steel etc. to guarantee the required structural strength and the structural fatigue strength that reaches of platform foundation structure. The mooring system 200 is disposed on the column outer side surface 122 of the column 120, and the specific location where the mooring system 200 is disposed can be determined according to the mooring motion performance and the arrangement location of the reinforcing structure inside the column 120. The utility model discloses a semi-submerged formula offshore wind generating set's platform foundation structure can ensure that platform foundation structure is at shallow waters during operation, mooring system 200 not with hang down board 130 collision and interfere.
To sum up, the utility model effectively overcomes various defects in the prior art and has high industrial utilization value.
The above embodiments are merely illustrative of the principles and effects of the present invention, and are not to be construed as limiting the invention. Modifications and variations can be made to the above-described embodiments by those skilled in the art without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which may be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (4)
1. A platform foundation structure of a semi-submersible offshore wind turbine generator system, comprising:
at least three platform bodies (100), each of the platform bodies (100) comprising a deck (110), a column (120), and a heave plate (130);
the two ends of each deck (110) in the length direction are respectively an inner side end (111) of the deck (110) and an outer side end (112) of the deck (110), and the inner side ends (111) of all the decks (110) are connected;
the upper end of each upright column (120) is connected with the outer side end (112) of the corresponding deck (110), the length direction of the deck (110) in each platform main body (100) is the same as the length direction of the upright column (120), and two opposite side surfaces of the upright column (120) are a column inner side surface (121) and a column outer side surface (122) along the length direction of the upright column (120); a mooring system (200) is arranged on each column outer side surface (122);
the upper surface of each heave plate (130) is connected with the lower end of the corresponding upright post (120), the length direction of the deck (110) in each platform main body (100) is the same as that of the heave plate (130), and two opposite side surfaces of the heave plate (130) are a plate inner side surface (131) and a plate outer side surface (132) along the length direction of the heave plate (130);
the cylinder lateral surface (122) is a vertical plane, the plate body lateral surface (132) is a vertical plane, and the cylinder lateral surface (122) and the plate body lateral surface (132) are coplanar.
2. Platform foundation structure of a semi-submersible offshore wind energy plant according to claim 1, characterized in that: two adjacent heave plates (130) are connected through a cross brace (300).
3. Platform foundation structure of a semi-submersible offshore wind energy plant according to claim 2, characterized in that: a reinforcing member (400) is provided at the junction between each heave plate (130) and the wale (300).
4. Platform foundation structure of a semi-submersible offshore wind energy plant according to claim 1, characterized in that: the upper end of one of the upright posts (120) is connected with a wind generating set (500).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022802645.0U CN214112811U (en) | 2020-11-27 | 2020-11-27 | Platform foundation structure of semi-submersible offshore wind generating set |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022802645.0U CN214112811U (en) | 2020-11-27 | 2020-11-27 | Platform foundation structure of semi-submersible offshore wind generating set |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214112811U true CN214112811U (en) | 2021-09-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022802645.0U Active CN214112811U (en) | 2020-11-27 | 2020-11-27 | Platform foundation structure of semi-submersible offshore wind generating set |
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| Country | Link |
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| CN (1) | CN214112811U (en) |
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- 2020-11-27 CN CN202022802645.0U patent/CN214112811U/en active Active
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