CN213016636U

CN213016636U - Offshore wind power base structure of triangular pile body type

Info

Publication number: CN213016636U
Application number: CN202021279343.3U
Authority: CN
Inventors: 不公告发明人
Original assignee: Penglai Dajin Ocean Heavy Industry Co ltd
Current assignee: Penglai Dajin Ocean Heavy Industry Co ltd
Priority date: 2020-07-02
Filing date: 2020-07-02
Publication date: 2021-04-20
Anticipated expiration: 2030-07-02

Abstract

The utility model provides an offshore wind power pedestal structure of triangle pile body type, include: the device comprises a first pile body, a support and a support seat; the first pile body is of a cylindrical structure, and a support is welded at the upper part of the first pile body; the supporting seat is arranged on one side of the first pile body and is connected with the first pile body in a welding mode; the connecting plate is arranged on one side of the first pile body and is connected with the first pile body in a welding mode; the base is arranged at the upper part of the supporting seat and is connected with the supporting seat in a welding mode; the threaded column is arranged at the upper part of the base and is connected with the base in a welding mode; through the improvement to current device, the device has the structure firm, and the strong, wide advantage of accommodation of anti-wind ability to effectual solution the utility model discloses the problem that proposes in background art one with not enough.

Description

Offshore wind power base structure of triangular pile body type

Technical Field

The utility model relates to a wind power facility base technical field, more specifically the theory that says so especially relates to an offshore wind power pedestal structure of triangular pile body type.

Background

Wind power generally refers to wind power generation. Wind power generation means that kinetic energy of wind is converted into electric energy, wind energy is clean and pollution-free renewable energy and is utilized by people for a long time, water is pumped and ground mainly through a windmill, the wind energy is used for generating electricity along with the development of technology, the wind power generation is very environment-friendly, and the wind energy is huge, so that the wind power generation is increasingly paid attention to all countries in the world.

In offshore wind power generation, need set up earlier the pile body then install the wind-powered electricity generation setting, but present offshore wind power pedestal mostly is the single pile support, and anti-wind ability is more weak, and marine weather is changeable simultaneously, and partial area begins to use the wind haircut motor that can fall down to when reply bad weather, but present wind power pedestal can't bear its weight of, uses very limitation.

In view of this, research and improvement are carried out to solve the existing problems, and a triangular pile body type offshore wind power base structure is provided, aiming at achieving the purposes of solving the problems and improving the practical value through the technology.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an offshore wind power pedestal structure of triangle pile size to solve the current offshore wind power pedestal that provides in the above-mentioned background art and mostly be the single pile and support, wind-resistant ability is more weak, and marine weather is changeable simultaneously, and the wind haircut motor that can fall begins to use in some areas, when reply bad weather, but current wind power pedestal can't bear its, uses the problem and not enough of very limitation.

In order to achieve the above object, the utility model provides an offshore wind power pedestal structure of triangular pile body type is reached by following specific technological means:

an offshore wind power pedestal structure of triangular pile body type, includes: the device comprises a first pile body, a support, a supporting seat, a connecting plate, a base, a threaded column, a second pile body, a stair and a third pile body; the first pile body is of a cylindrical structure, and a support is welded at the upper part of the first pile body; the supporting seat is arranged on one side of the first pile body and is connected with the first pile body in a welding mode; the connecting plate is arranged on one side of the first pile body and is connected with the first pile body in a welding mode; the base is arranged at the upper part of the supporting seat and is connected with the supporting seat in a welding mode; the threaded column is arranged at the upper part of the base and is connected with the base in a welding mode; the second pile body is arranged on one side of the supporting seat, and the two pile bodies are connected with the supporting seat in a welding mode; the stairs are arranged on the periphery of the first pile body and are connected with the first pile body in a welding mode; the third pile body is arranged on one side of the supporting seat, and the third pile body is connected with the supporting seat in a welding mode.

As this technical scheme's further optimization, the utility model relates to an offshore wind power pedestal structure of triangle pile body type first pile body, second pile body and third pile body are the cylinder shape, and first pile body, second pile body and third pile body are isosceles acute triangle and set up.

As a further optimization of this technical scheme, the utility model relates to an offshore wind power pedestal structure of triangle pile body type the connecting plate is provided with three altogether, and the bottom of three connecting plates is connected with first pile body, second pile body and third pile body respectively, and the top of three connecting plates all is connected with the supporting seat.

As a further optimization of this technical scheme, the utility model relates to an offshore wind power pedestal structure of triangle pile body type the supporting seat is circular column structure, and the week portion of supporting seat is provided with three crossbeams and is connected with first pile body, second pile body and third pile body respectively.

As a further optimization of this technical scheme, the utility model relates to an offshore wind power pedestal structure of triangle pile body type the bottom of support is rectangle column structure, and the department of going up of support is convex platelike structure.

Because of above-mentioned technical scheme's application, compared with the prior art, the utility model have the following advantage:

1. the utility model relates to an offshore wind power pedestal structure of triangle pile body type is provided with three pile bodies through being three horn shapes, and three pile bodies all weld through connecting plate and supporting seat, and it has the structure and stabilizes, and the advantage that anti-wind ability is strong is provided with a support through the upper portion of first pile body, can support aerogenerator after aerogenerator falls, and it is very convenient to use, and the functionality is stronger, and accommodation is wide.

2. The utility model discloses an improvement to current device has the structure and stabilizes, and anti-wind ability reinforce, accommodation are wide advantage, thereby effectual solution the utility model discloses the problem that proposes in background art one with not enough.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification. In the drawings:

fig. 1 is a schematic structural view of the present invention;

fig. 2 is a schematic view of the structure of the present invention;

fig. 3 is a schematic side view of the present invention.

In the figure: the pile comprises a first pile body 1, a support 2, a support seat 3, a connecting plate 4, a base 5, a threaded column 6, a second pile body 7, a stair 8 and a third pile body 9.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

It is to be noted that, in the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.

Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

Meanwhile, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "connected" and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; the connection can be mechanical connection or electrical connection; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1 to 3, the present invention provides a specific technical implementation of a triangular pile body type offshore wind power base structure:

an offshore wind power pedestal structure of triangular pile body type, includes: the device comprises a first pile body 1, a support 2, a support seat 3, a connecting plate 4, a base 5, a threaded column 6, a second pile body 7, a stair 8 and a third pile body 9; the first pile body 1 is of a cylindrical structure, and a support 2 is welded at the upper part of the first pile body 1; the supporting seat 3 is arranged on one side of the first pile body 1, and the supporting seat 3 is connected with the first pile body 1 in a welding mode; the connecting plate 4 is arranged on one side of the first pile body 1, and the connecting plate 4 is connected with the first pile body 1 in a welding mode; the base 5 is arranged at the upper part of the supporting seat 3, and the base 5 is connected with the supporting seat 3 in a welding way; the threaded column 6 is arranged at the upper part of the base 5, and the threaded column 6 is connected with the base 5 in a welding way; the second pile body 7 is arranged on one side of the supporting seat 3, and the second pile body 7 is connected with the supporting seat 3 in a welding mode; the stairs 8 are arranged on the periphery of the first pile body 1, and the stairs 8 are connected with the first pile body 1 in a welding mode; the third pile body 9 is arranged on one side of the supporting seat 3, and the third pile body 9 is connected with the supporting seat 3 in a welding mode.

Specifically, first pile body 1, second pile body 7 and third pile body 9 are the cylinder shape, and first pile body 1, second pile body 7 and third pile body 9 are isosceles acute triangle-shaped and set up, and it has the advantage that the structure is firm, is convenient for support the aerogenerator who falls simultaneously.

Specifically, the connecting plate 4 is provided with three places altogether, and the bottom of three connecting plates 4 is connected with first pile body 1, second pile body 7 and third pile body 9 respectively, and the top of three connecting plates 4 all is connected with supporting seat 3 for strengthen the device's structural strength, reinforcing anti-wind ability.

Specifically, the support base 3 is a circular structure, and three cross beams are arranged on the circumference of the support base 3 and are respectively connected with the first pile body 1, the second pile body 7 and the third pile body 9, so as to support the wind driven generator.

Specifically, the bottom of the bracket 2 is in a rectangular structure, and the upper part of the bracket 2 is in a circular arc plate-shaped structure, so that the laid wind driven generator can be supported.

The method comprises the following specific implementation steps:

when using the device, aerogenerator carries out fixed connection through the screw post 6 on nut and 5 upper portions of base to transmit first pile body 1, second pile body 7 and third pile body 9 with gravity through supporting seat 3 and three connecting plates 4 and disperse, it has good bearing capacity, and intensity is higher, can improve the anti-wind performance, is provided with support 2 on the upper portion of first pile body 1 simultaneously, can support the aerogenerator who falls down, and the functionality is stronger, convenient to use.

In summary, the following steps: this offshore wind power pedestal structure of triangle pile body type, be provided with three pile bodies through being the triangle-shaped form, and three pile bodies all weld with the supporting seat through the connecting plate, it has the structure firm, the advantage that anti-wind ability is strong, upper portion through first pile body is provided with a support, can support aerogenerator after aerogenerator falls down, it is very convenient to use, the functionality is stronger, accommodation is wide, it is mostly single stake support to have solved current offshore wind power pedestal, anti-wind ability is more weak, simultaneously, offshore weather is changeable, partial area begins to use the wind haircut motor that can fall down, in order to deal with when bad weather, but current wind power pedestal can't bear it, use the problem of very limitation.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. An offshore wind power pedestal structure of triangular pile body type, includes: the device comprises a first pile body (1), a support (2), a support seat (3), a connecting plate (4), a base (5), a threaded column (6), a second pile body (7), a stair (8) and a third pile body (9); the method is characterized in that: the first pile body (1) is of a cylindrical structure, and a support (2) is welded to the upper portion of the first pile body (1); the supporting seat (3) is arranged on one side of the first pile body (1), and the supporting seat (3) is connected with the first pile body (1) in a welding mode; the connecting plate (4) is arranged on one side of the first pile body (1), and the connecting plate (4) is connected with the first pile body (1) in a welding mode; the base (5) is arranged at the upper part of the supporting seat (3), and the base (5) is connected with the supporting seat (3) in a welding mode; the threaded column (6) is arranged at the upper part of the base (5), and the threaded column (6) is connected with the base (5) in a welding mode; the second pile body (7) is arranged on one side of the supporting seat (3), and the second pile body (7) is connected with the supporting seat (3) in a welding mode; the stairs (8) are arranged on the periphery of the first pile body (1), and the stairs (8) are connected with the first pile body (1) in a welding mode; the third pile body (9) is arranged on one side of the supporting seat (3), and the third pile body (9) is connected with the supporting seat (3) in a welding mode.

2. The offshore wind power foundation structure of claim 1, of the triangular pile type, characterized in that: the first pile body (1), the second pile body (7) and the third pile body (9) are cylindrical, and the first pile body (1), the second pile body (7) and the third pile body (9) are arranged in an isosceles acute triangle shape.

3. The offshore wind power foundation structure of claim 1, of the triangular pile type, characterized in that: the connecting plate (4) is provided with three positions, the bottom ends of the three connecting plates (4) are respectively connected with the first pile body (1), the second pile body (7) and the third pile body (9), and the top ends of the three connecting plates (4) are connected with the supporting seat (3).

4. The offshore wind power foundation structure of claim 1, of the triangular pile type, characterized in that: the supporting seat (3) is of a circular structure, and three cross beams are arranged on the periphery of the supporting seat (3) and are respectively connected with the first pile body (1), the second pile body (7) and the third pile body (9).

5. The offshore wind power foundation structure of claim 1, of the triangular pile type, characterized in that: the bottom of the bracket (2) is of a rectangular structure, and the upper part of the bracket (2) is of an arc-shaped plate structure.