Fabricated land wind power beam slab foundation structure

By using prefabricated onshore wind turbine beam-slab foundation structures, rapid installation can be achieved through components such as connecting bolts and fixing seats, solving the problems of long construction periods and material waste in traditional wind turbine tower foundations, and improving installation efficiency and material utilization.

CN223578115UActive Publication Date: 2025-11-21CGN CLP ENERGY SERVICES SHENZHEN COMPANY
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Patent Information

Application Number
CN202520253233.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-18
Publication Date
2025-11-21
Estimated Expiration
2035-02-18

AI Technical Summary

Technical Problem

Traditional wind turbine tower foundation construction has a long construction period, serious material waste, and difficulty in making full use of material strength.

Method used

The prefabricated onshore wind turbine beam-slab foundation structure is adopted. The supporting ribs are fixed to the base plate by connecting bolts to form an installation cavity. The stability is improved by using fixed seats and limiting grooves, and rapid installation is achieved.

Benefits of technology

It shortened the construction period, improved installation efficiency, reduced material waste, and made full use of the material strength.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an assembly type land wind power beam slab foundation structure, which relates to the technical field of wind power beam slabs, and comprises a bottom plate, a plurality of groups of connecting holes are uniformly formed in the top of the bottom plate, a supporting rib plate is arranged at the top of the bottom plate, and through holes with the same size as the connecting holes are formed in the surface of the supporting rib plate. The supporting rib plates are fixedly connected with the bottom plate through connecting bolts, the connecting bolts penetrate through the through holes and extend into the connecting holes, the connecting holes are threaded holes, one sides of the supporting rib plates are fixedly connected with fixing seats, and the tops of the fixing seats are fixedly connected with fixing bolts. The multiple sets of supporting rib plates are fixed to the surface of the bottom plate through the connecting bolts, the multiple sets of fixing bases are folded to form the mounting cavity, the wind driven generator fixing frame is fixed, the mounting holes of the wind driven generator fixing frame are connected with the fixing bolts, the wind driven generator is locked and mounted through the locking nuts, mounting is fast, the construction period is short, and the practicability is high. Installation efficiency is high, and use is convenient.
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Description

Technical Field

[0001] This utility model relates to the field of wind power beam and slab technology, specifically to a prefabricated onshore wind power beam and slab foundation structure. Background Technology

[0002] The working principle of a wind turbine is relatively simple. The wind turbine rotates under the action of wind, converting the kinetic energy of the wind into the mechanical energy of the turbine shaft. The generator rotates and generates electricity under the drive of the turbine shaft. There are many types of wind turbines, including large, small and household models. Wind turbines are mainly used in rural areas, pastoral areas, mountainous areas and other areas with abundant wind resources. When installing a wind turbine, a stable base is required to improve the stability of the installation.

[0003] Traditional wind turbine tower foundations typically employ fully cast-in-place concrete structures. While simple to construct and widely adaptable, they suffer from drawbacks such as large concrete consumption, difficulties in centralized supply, long overall construction periods, and potential material waste and environmental pollution. On the other hand, traditional wind turbine tower foundations generally utilize gravity spread foundations, typically consisting of a base slab, frustums, and piers. These foundations rely on the self-weight of the foundation and backfill soil to resist loads transmitted from the upper tower. While simple in construction and convenient to install, their thicker base slabs result in larger quantities of concrete and steel reinforcement, and are significantly affected by the bearing capacity of the soil, making it difficult to fully utilize the material strength. Utility Model Content

[0004] (a) Technical problems to be solved

[0005] To address the shortcomings of existing technologies, this utility model provides a prefabricated onshore wind turbine beam-slab foundation structure, which solves the problems of long overall construction period, easy material waste, and difficulty in fully utilizing material strength.

[0006] (II) Technical Solution

[0007] To achieve the above objectives, this utility model provides the following technical solution: a prefabricated onshore wind turbine beam-slab foundation structure, comprising: a base plate, wherein multiple sets of connecting holes are evenly opened on the top of the base plate, a supporting rib is provided on the top of the base plate, and a through hole of the same size as the connecting hole is opened on the surface of the supporting rib, the supporting rib and the base plate are fixedly connected by connecting bolts, the connecting bolts pass through the through hole and extend into the interior of the connecting hole, the connecting hole is a threaded hole, a fixing seat is fixedly connected to one side of the supporting rib, and a fixing bolt is fixedly connected to the top of the fixing seat.

[0008] Preferably, the fixing seat is arc-shaped, and multiple sets of fixing seats are provided, which are connected to form a circular mounting cavity.

[0009] Preferably, one side of the fixing base is fixedly connected with a limiting strip, and the other side of the fixing base is provided with a limiting groove.

[0010] Preferably, a positioning groove is arranged on the top of the bottom plate.

[0011] Preferably, a plurality of mounting holes are arranged on the bottom of the positioning groove, and the fixing base is fixedly connected with positioning blocks which are the same in size with the mounting holes.

[0012] Preferably, the depth of the positioning groove is the same as the distance between the bottom of the fixing base and the lowest point of the supporting rib plate, and the fixing bolt is arranged at the central position above the positioning block.

[0013] Preferably, the limiting strip and the limiting groove are both arranged in an arc shape.

[0014] Beneficial effects

[0015] The utility model provides a kind of assembly type land wind power beam plate foundation structure, compared with prior art, at least with following beneficial effects:

[0016] A plurality of supporting rib plates are fixed on the surface of the bottom plate by connecting bolts, so that a plurality of fixing bases are folded to form a mounting cavity, the wind power generator fixing frame is fixed, the mounting hole of the wind power generator fixing frame is connected with the fixing bolt, the wind power generator is locked and installed by locking nut, it is quick to install, construction period is short, installation efficiency is high, and it is convenient to use. BRIEF DESCRIPTION OF DRAWINGS

[0017] Figure 1 It is the structure schematic view of the utility model;

[0018] Figure 2 It is the structure schematic view of the positioning groove and mounting hole of the utility model;

[0019] Figure 3 It is the structure schematic view of the supporting rib plate, fixing base and fixing bolt of the utility model;

[0020] Figure 4 It is the installation structure schematic view of the utility model.

[0021] In the drawing: 1, bottom plate;2, supporting rib plate;3, fixing base;4, fixing bolt;5, connecting hole;6, connecting bolt;7, through hole;8, limiting strip;9, limiting groove;10, positioning groove;11, mounting hole;12, positioning block;13, mounting cavity. DETAILED DESCRIPTION

[0022] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of the utility model.

[0023] Embodiment one:

[0024] Please refer to Figures 1-4 The utility model provides a technical scheme: the bottom plate 1, the bottom plate 1 top evenly is equipped with multiple groups of connecting hole 5, the bottom plate 1 top is provided with support rib plate 2, support rib plate 2 surface is equipped with the through hole 7 same size with connecting hole 5, support rib plate 2 with the fixed connection between bottom plate 1 through connecting bolt 6, connecting bolt 6 penetrates through hole 7 and extends to connecting hole 5 inside, connecting hole 5 is provided as threaded hole, support rib plate 2 one side is fixedly connected with fixed base 3, and fixed base 3 top is fixedly connected with fixed bolt 4.

[0025] The above content is analyzed: after fixing the bottom plate 1 at the required position, multiple groups of support rib plate 2 are fixed on the surface of the bottom plate 1 through the connecting bolt 6, so that multiple fixed bases 3 are folded to form an installation cavity 13, the wind driven generator fixing frame is fixed, the mounting hole of the wind driven generator fixing frame is connected with the fixed bolt 4, and the wind driven generator is locked and installed through the locking nut, which is quick to install, short in construction period, high in installation efficiency and convenient to use.

[0026] Embodiment two:

[0027] Please refer to Figures 1-4 The utility model provides a technical scheme based on embodiment one: the fixed base 3 is arc-shaped, and the fixed base 3 is provided with multiple groups of fixed bases 3 connected to form a circular installation cavity 13.

[0028] The above content is analyzed: the fixed base 3 is arc-shaped, which is convenient for forming the installation cavity 13 and limiting and fixing the wind driven generator fixing frame.

[0029] Embodiment three:

[0030] Please refer to Figures 1-4 The utility model provides a technical scheme based on embodiment one: the fixed base 3 is arc-shaped, and the fixed base 3 is provided with multiple groups of fixed bases 3 connected to form a circular installation cavity 13.

[0031] The above content is analyzed: the fixed base 3 is arc-shaped, which is convenient for forming the installation cavity 13 and limiting and fixing the wind driven generator fixing frame.

[0032] Embodiment four:

[0033] Referring to Figures 1-4 The utility model provides a technical scheme based on embodiment one: the bottom of positioning slot 10 is provided with a plurality of installation port 11, and the bottom of fixed seat 3 is fixedly connected with the positioning block 12 same in size with installation port 11.

[0034] The above content analysis: set positioning slot 10 to further position fixed seat 3, avoid the displacement of fixed seat 3, guarantee the stability of fixed seat 3.

[0035] Embodiment five:

[0036] Referring to Figures 1-4 The utility model provides a technical scheme based on embodiment one: the bottom of positioning slot 10 is provided with a plurality of installation port 11, and the bottom of fixed seat 3 is fixedly connected with the positioning block 12 same in size with installation port 11.

[0037] The above content analysis: through the mutual cooperation of installation port 11 and positioning block 12 to support and position fixed seat 3, guarantee the fixed effect of fixed seat 3, improve the stability of structure.

[0038] Embodiment six:

[0039] Referring to Figures 1-4 The utility model provides a technical scheme based on embodiment one: the depth of positioning slot 10 is same with the distance of support rib plate 2 and the bottom lowest point of fixed seat 3, and fixed bolt 4 is arranged in the central position directly above positioning block 12.

[0040] The above content analysis: the depth of positioning slot 10 is same with the distance of support rib plate 2 and the bottom lowest point of fixed seat 3, guarantee the level of fixed seat 3, and fixed bolt 4 is arranged directly above positioning block 12, improve the support effect and structural strength.

[0041] It should be noted that, in this paper, such as first and second relationship terms are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between the entities or operations. Moreover, the term "include", "contain" or any other variant thereof is intended to cover non-exclusive inclusion, so that the process, method, article or equipment including a series of elements not only includes those elements, but also includes other elements not explicitly listed or inherent to such process, method, article or equipment.

[0042] Although the embodiments of the present application have been shown and described, it is to be understood that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present application, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A fabricated onshore wind turbine beam deck foundation structure, characterized by, Include: The bottom plate (1), the top of the bottom plate (1) is uniformly provided with a plurality of groups of connecting holes (5), the top of the bottom plate (1) is provided with a support rib plate (2), the surface of the support rib plate (2) is provided with a through hole (7) with the same size as the connecting hole (5), the support rib plate (2) and the bottom plate (1) are fixedly connected by connecting bolts (6), the connecting bolts (6) penetrate through the through hole (7) and extend into the connecting hole (5), the connecting hole (5) is provided as a threaded hole, one side of the support rib plate (2) is fixedly connected with a fixed seat (3), and the top of the fixed seat (3) is fixedly connected with a fixed bolt (4).

2. The fabricated onshore wind tower foundation structure according to claim 1, characterized in that: The fixed seat (3) is arc-shaped, and the fixed seat (3) is provided with a plurality of groups of mounting cavities (13) which are circular after being connected.

3. The fabricated onshore wind tower foundation structure according to claim 2, characterized in that: One side of the fixed seat (3) is fixedly connected with a limiting strip (8), and the other side of the fixed seat (3) is provided with a limiting groove (9).

4. The fabricated onshore wind tower foundation structure of claim 1, wherein: The top of the bottom plate (1) is provided with a positioning groove (10), and the positioning groove (10) is annular.

5. The fabricated onshore wind tower foundation structure of claim 4, wherein: A plurality of mounting ports (11) are formed in the bottom of the positioning groove (10), and the bottom of the fixed seat (3) is fixedly connected with a positioning block (12) with the same size as the mounting port (11).

6. The fabricated onshore wind tower foundation structure of claim 5, wherein: The depth of the positioning groove (10) is the same as the distance between the bottom of the support rib plate (2) and the lowest point of the fixed seat (3), and the fixed bolt (4) is arranged above the positioning block (12) in the central position.

7. The fabricated onshore wind tower foundation structure of claim 3, wherein: The limiting strip (8) and the limiting groove (9) are both arc-shaped.