CN216684796U

CN216684796U - Floating foundation of ring type offshore wind turbine

Info

Publication number: CN216684796U
Application number: CN202123422646.3U
Authority: CN
Inventors: 闯振菊; 宋新媛; 常欣; 刘诗琪; 何朕; 张海佃; 刘红祥
Original assignee: Dalian Maritime University
Current assignee: Dalian Maritime University
Priority date: 2021-12-31
Filing date: 2021-12-31
Publication date: 2022-06-07
Anticipated expiration: 2031-12-31

Abstract

The utility model provides a circular ring type offshore wind turbine floating foundation which comprises an outer platform and a central upright post, wherein the outer platform is circular, the central upright post is positioned at the center of the outer platform, a plurality of buoyancy tanks are arranged between the outer platform and the central upright post, and the top of the central upright post is used for being connected with a tower drum of a wind turbine structure. The floating foundation provided by the utility model is of a hollow structure, the seawater in the outer platform is communicated with the peripheral seawater, when encountering wind waves, the impact of the wind waves on the foundation structure can be effectively relieved, the whole waterplane area is small, and meanwhile, the damping effect can be realized, the wave load is reduced, so that the whole motion performance is improved, and the stability and the performance of the floating wind turbine generator can be optimized even under extreme conditions.

Description

Floating foundation of ring type offshore wind turbine

Technical Field

The utility model relates to the technical field of floating foundations of offshore wind turbines, in particular to a floating foundation of a circular ring type offshore wind turbine.

Background

With the increasing exhaustion of global fossil energy, wind energy as one of clean energy is becoming a world focus of attention, and the construction of offshore wind power generation sets is the focus of recent attention in our country. The offshore floating wind turbine platform foundation is used as an important component of a floating wind turbine unit, and directly influences the economy and large-scale popularization of an offshore floating wind power plant. In the sea area with the water depth of more than 50m, the floating foundation has more economic advantages than the fixed foundation, and is a necessary choice for the development of deep and distant sea wind energy.

At present, the commonly used semi-submersible fan foundation mostly adopts a 3-column arrangement scheme or a 3-column and middle-column arrangement scheme, and the floating foundation can not effectively distribute load and is easily influenced by extreme wave conditions. In order to further reduce the cost of the floating foundation structure and improve its adaptability, stability and safety, a new form of floating wind turbine foundation structure is needed.

SUMMERY OF THE UTILITY MODEL

According to the technical problem, a floating foundation of a ring-type offshore wind turbine is provided.

The technical means adopted by the utility model are as follows:

the utility model provides a ring formula offshore wind turbine floating foundation, includes outer platform and center pillar, and outer platform is ring shape, and center pillar is located the center of outer platform, is equipped with a plurality of flotation tanks between outer platform and the center pillar, and the top of center pillar is used for connecting the tower section of thick bamboo of fan structure.

The inner edge of the outer platform is connected with a plurality of anchor chains.

A plurality of buoyancy tanks are evenly distributed around the axis of the central column,

be equipped with a plurality of stull between outer platform and the center pillar, a plurality of stulls are around the axis evenly distributed of center pillar, the both ends of stull respectively with the inner wall of outer platform and the outer wall fixed connection of center pillar, the stull is shaft-like.

The cross brace is arranged above the buoyancy tank and is staggered with the buoyancy tank.

The inside of center pillar and outer platform is the cavity form, and the both ends of flotation tank communicate with the inside of center pillar and outer platform respectively, form the ballast water tank.

The buoyancy tank is rectangular.

The outer platform is in a hollow circular ring shape, and is designed with a larger outer diameter, so that buoyancy support is provided for the wind turbine generator. The circular ring type appearance design structure is more stable than a common square and triangular floating foundation structure, the structural damping is increased, and the wave load is reduced, so that the structure has higher safety performance.

The whole floating foundation design takes concrete as a main building material, the internal areas are mutually communicated and are set into ballast water tanks for draft control and gravity center position adjustment.

The floating foundation is applied to a high-power wind turbine generator in a deep sea area with the water depth of more than 50 meters.

Compared with the prior art, the utility model has the following advantages:

1. the floating foundation makes full use of the flexibility and strength of concrete and cement on which the concrete depends, can reduce the cost to the maximum extent, captures the wind energy in the open sea, and is lower in carbon than a steel foundation.

2. Compared with a common floating foundation structure, the circular ring type shape design structure is more stable, so that the structure has higher safety performance.

3. The floating foundation is a structure with a hollow middle, the seawater inside the outer platform and the peripheral seawater are communicated with each other, when encountering stormy waves, the impact of the stormy waves on the foundation structure can be effectively reduced, the whole waterplane area is small, meanwhile, the damping effect can be achieved, the wave load is reduced, the whole motion performance is improved, and the stability and the performance of the floating wind turbine generator can be optimized even under extreme conditions.

4. A plurality of tensioning anchor chains are uniformly arranged at the inner ring part of the outer platform to fix the upper wind power system, and the upper wind power system is matched with the floating type basic ballast water tank to adjust the floating state of the structure together so as to deal with various working conditions and ensure the stable operation of the wind power generator set in the offshore severe environment.

Based on the reasons, the utility model can be widely popularized in the fields of floating foundations and the like.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the description of the prior art are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.

Fig. 1 is a three-dimensional view of a floating foundation of a circular ring type offshore wind turbine in an embodiment of the present invention.

Fig. 2 is a top view of a floating foundation of a ring-type offshore wind turbine according to an embodiment of the present invention.

Fig. 3 is a side view of a floating foundation of a circular ring type offshore wind turbine according to an embodiment of the present invention.

FIG. 4 is a schematic view of a buoyancy tank and a cross brace according to an embodiment of the present invention.

In the figure: 1. an outer platform; 2. a middle upright post; 3. a cross brace; 4. a buoyancy tank; 5. an anchor chain; 6. a tower drum.

Detailed Description

It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the utility model, its application, or uses. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of exemplary embodiments according to the utility model. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.

The relative arrangement of the components and steps, the numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present invention unless specifically stated otherwise. Meanwhile, it should be understood that the sizes of the respective portions shown in the drawings are not drawn in an actual proportional relationship for the convenience of description. Techniques, methods, and apparatus known to those of ordinary skill in the relevant art may not be discussed in detail but are intended to be part of the specification where appropriate. Any specific values in all examples shown and discussed herein are to be construed as exemplary only and not as limiting. Thus, other examples of the exemplary embodiments may have different values. It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, further discussion thereof is not required in subsequent figures.

In the description of the present invention, it is to be understood that the directions or positional relationships indicated by the directional terms such as "front, rear, upper, lower, left, right", "lateral, vertical, horizontal" and "top, bottom", etc., are generally based on the directions or positional relationships shown in the drawings for the convenience of description and simplicity of description, and that these directional terms, unless otherwise specified, do not indicate and imply that the device or element so referred to must have a particular orientation or be constructed and operated in a particular orientation, and therefore should not be considered as limiting the scope of the utility model: the terms "inner and outer" refer to the inner and outer relative to the profile of the respective component itself.

Spatially relative terms, such as "above … …," "above … …," "above … … surface," "above," and the like, may be used herein for ease of description to describe one device or feature's spatial relationship to another device or feature as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if a device in the figures is turned over, devices described as "above" or "on" other devices or configurations would then be oriented "below" or "under" the other devices or configurations. Thus, the exemplary term "above … …" can include both an orientation of "above … …" and "below … …". The device may be otherwise variously oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.

It should be noted that the terms "first", "second", and the like are used to define the components, and are only used for convenience of distinguishing the corresponding components, and the terms have no special meanings unless otherwise stated, and therefore, the scope of the present invention should not be construed as being limited.

As shown in fig. 1-4, a ring formula offshore wind turbine floating foundation, includes outer platform 1 and center pillar 2, and outer platform 1 is ring shape, and its external diameter is 70m, and the internal diameter is 50m, and center pillar 2 is located the center of outer platform 1, and its external diameter is 15m, is equipped with four flotation tanks 4 between outer platform 1 and the center pillar 2, and four flotation tanks 4 are around the axis evenly distributed of center pillar 2, and flotation tanks 4 are the rectangle. The inside of center pillar 2 and outer platform 1 is the cavity form, and the both ends of flotation tank 4 communicate with the inside of center pillar 2 and outer platform 1 respectively, form the ballast water tank for draft control adjusts the focus position of whole floating foundation. The buoyancy tanks 4 also indirectly increase the strength of the entire floating foundation.

The top of the central upright 2 is used for connecting a tower 6 of a fan structure.

Eight anchor chains 5 are connected to the inner edge of the outer platform 1, and the anchor chains 5 are tensioning anchor chains.

Be equipped with a plurality of stull 3 between outer platform 1 and the center post 2, a plurality of stulls 3 are around the axis evenly distributed of center post 2, the both ends of stull 3 respectively with outer platform 1's inner wall and center post 2's outer wall fixed connection, stull 3 is shaft-like. The cross braces 3 are positioned above the buoyancy tanks 4, and the cross braces 3 and the buoyancy tanks 4 are arranged in a staggered manner. The arrangement of the cross brace 3 can increase the strength of the whole floating foundation.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the utility model has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and these modifications or substitutions do not depart from the spirit of the corresponding technical solutions of the embodiments of the present invention.

Claims

1. The utility model provides a ring formula offshore wind turbine floating foundation, its characterized in that includes outer platform and center pillar, outer platform is ring shape, center pillar is located the center of outer platform, outer platform with be equipped with a plurality of flotation tanks between the center pillar, the top of center pillar is used for connecting the tower section of thick bamboo of fan structure.

2. The floating foundation of claim 1, wherein a plurality of anchor chains are connected to the inner edge of the outer platform.

3. The floating foundation of claim 1, wherein a plurality of the pontoons are evenly distributed about the axis of the center column.

4. The floating foundation of claim 1, wherein a plurality of cross braces are disposed between the outer platform and the central column, the cross braces are uniformly distributed around the axis of the central column, two ends of each cross brace are respectively fixedly connected to the inner wall of the outer platform and the outer wall of the central column, and each cross brace is rod-shaped.

5. The floating foundation of claim 4, wherein the cross-braces are disposed above the buoyancy tanks and are staggered with respect to the buoyancy tanks.

6. The floating foundation of claim 1, wherein the central column and the outer platform are both hollow, and two ends of the buoyancy tank are respectively communicated with the central column and the outer platform to form a ballast water tank.

7. The floating foundation of claim 1, wherein the buoyancy tanks are rectangular.