Offshore wind power single pile sleeve cage general assembly tool

Through the design of the ring-shaped overall workpiece, combined with the connection of H-shaped steel, T-shaped plate and legs, the problems of traditional workpieces occupying a large area and having a lot of consumables are solved, achieving small footprint, efficient lifting and wind impact resistance.

CN223269266UActive Publication Date: 2025-08-26XINHUI HARBOR ENG CO LTD +1
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Patent Information

Application Number
CN202422472343.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-14
Publication Date
2025-08-26
Estimated Expiration
2034-10-14

AI Technical Summary

Technical Problem

The total workpiece of traditional offshore wind power single pile cage covers a large area, has many consumables, and is inconvenient in structure, making it difficult to assemble and transport efficiently.

Method used

The ring-shaped overall workpiece is adopted to form an integral structure through the connection of H-shaped steel, T-shaped plate and legs. The bottom plate is connected to the original ground planting ribs, and the hook and the winding roller are combined to achieve lifting to avoid external oblique braces and enhance wind impact resistance.

Benefits of technology

It reduces the site area, improves the integrity of the structure and wind impact resistance, simplifies the lifting process, and improves assembly efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of single-pile sleeve cages, and discloses an offshore wind power single-pile sleeve cage total splicing tool which comprises a supporting top plate, a plurality of H-shaped steel are arranged at the bottom of the supporting top plate, T-shaped plates are arranged at the bottoms of the H-shaped steel, the T-shaped plates are connected with the H-shaped steel through bolts, and ring beams are fixedly installed at the bottoms of the T-shaped plates together. The annular overall assembly tool is adopted for overall assembly of the sleeve cage, the tool structure effectively guarantees balanced stress of the bottom-layer ring beam, the installation position of a cable pipe horn mouth is effectively avoided, the bottom plate is connected with the original ground through embedded steel bars, the tool is connected with the bottom-layer ring beam through high-strength bolts, the whole sleeve cage and the original ground are almost integrated, and the overall assembly efficiency is improved. The wind resistance and impact resistance of the structure are effectively enhanced, the lifting hook is connected with external lifting equipment, the whole device can be conveniently lifted, the lifting hook can be stored in an inner cavity of the storage groove through the torsional spring, and the situation that the lifting hook is dragged outside when not used, and normal use of a follow-up device is affected can be avoided.
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Description

Technical Field

[0001] The utility model relates to the technical field of single pile cages, in particular to an overall assembly tooling for offshore wind power single pile cages. Background Art

[0002] There are many types of offshore wind turbine foundations. The single pile foundation has the advantages of simple structure, clear force, simple construction and construction process, short construction period, and good economy. It is currently the most widely used wind turbine foundation type in offshore wind farms. The single pile foundation usually needs to be used together with the cage auxiliary components to meet the needs of construction and subsequent maintenance. The cage auxiliary components are mainly composed of outer platform, inner platform, mooring components, cable pipes and sacrificial anode components. They have complete functions and are easy to construct and install on site. After being assembled on land, they can be directly transported to the pile foundation for hoisting and installation.

[0003] The traditional 8-point support tooling is used, in which the bottom ring beam is placed on 8 supporting points, two adjacent supporting points are connected in pairs, and diagonal braces are added on the outside to ensure that the ring beam is evenly stressed. However, this tooling occupies a large area of ​​the site and consumes a lot of materials. In order to ensure the stability of the tooling, diagonal braces are added on the outside to reinforce it, which expands the area occupied by the tooling and occupies a large area of ​​the site. The tooling is arranged on 8 supporting points, the tooling structure is heavy and has not formed a whole, and it is not convenient to use.

[0004] Therefore, we proposed an offshore wind power single pile cage assembly tooling to solve the above problems. Utility Model Content

[0005] The purpose of the present invention is to provide an offshore wind power monopile cage assembly tooling to solve the problems raised by the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: an offshore wind power single pile cage assembly tooling, comprising a supporting top plate, a plurality of H-shaped steels are provided at the bottom of the supporting top plate, a T-shaped plate is provided at the bottom of the H-shaped steel, and the T-shaped plate and the H-shaped steel are connected by bolts, a ring beam is fixedly installed at the bottom of the T-shaped plate, a support leg is fixedly installed at the bottom of the H-shaped steel, and a bottom plate is fixedly installed at the bottom of the support leg, and the plurality of support legs are located in the inner cavity of the ring beam.

[0007] Preferably, the plurality of H-shaped steels and legs are arranged in a circular array with the top of the supporting top plate as the center.

[0008] Preferably, the top surface of the supporting top plate is an annular octagon.

[0009] Preferably, storage grooves are evenly opened on the front and rear sides of the support top plate, and the opposite sides of the inner cavity of the storage groove are connected to a connecting shaft for common rotation, the outer periphery of the connecting shaft is fixedly sleeved with a winding roller, the outer periphery of the winding roller is movably sleeved with a connecting rope, and one end of the connecting rope is fixedly installed with a hook, and the other end of the connecting rope is fixedly connected to the outer periphery of the winding roller.

[0010] Preferably, a torsion spring is movably sleeved on the periphery of each winding roller, and one end of the torsion spring is fixedly connected to the periphery of the adjacent winding roller, and the other end of the torsion spring is fixedly connected to the inner cavity side wall of the adjacent receiving groove.

[0011] Compared with the prior art, the beneficial effects of the present invention are:

[0012] 1. A ring-shaped assembly tool is used for the cage assembly. This tool structure effectively ensures the balanced force of the bottom ring beam and effectively avoids the installation position of the cable pipe bell mouth.

[0013] 2. The bottom plate is connected to the original ground through embedded steel bars, and the tooling is connected to the bottom ring beam through high-strength bolts. The entire cage and the original ground are almost integrated, which effectively enhances the structure's wind and impact resistance.

[0014] 3. The entire structure is arranged in a circular shape with good integrity. There is no need to add diagonal braces on the outside, and the site area occupied is small.

[0015] 4. By setting a hook to connect with external lifting equipment, it is convenient to lift the entire device, and by setting a torsion spring, the hook can be stored in the inner cavity of the storage slot, which can avoid the hook being dragged outside when not in use, affecting the normal use of the subsequent device. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a schematic diagram of the overall three-dimensional structure of the utility model;

[0017] Figure 2 This is a bottom-up three-dimensional structural diagram of the present invention;

[0018] Figure 3 It is an overall exploded view of the utility model;

[0019] Figure 4 This is a schematic diagram of a partially cutaway three-dimensional structure of the support top plate of this utility model;

[0020] Figure 5 Practical Figure 4 Enlarged view of point A in the middle.

[0021] In the figure: 1. Support top plate; 2. H-shaped steel; 3. Support legs; 4. Bottom plate; 5. Ring beam; 6. T-shaped plate; 7. Storage groove; 8. Coupling shaft; 9. Torsion spring; 10. Winding roller; 11. Connecting rope; 12. Hook. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0023] Example 1: Please refer to Figure 1-5 The offshore wind power single pile cage assembly tooling includes a supporting top plate 1, and a plurality of H-shaped steels 2 are provided at the bottom of the supporting top plate 1. The bottom of the H-shaped steel 2 is provided with a T-shaped plate 6, and the T-shaped plate 6 and the H-shaped steel 2 are connected by bolts. The bottom of the T-shaped plate 6 is jointly fixed with a ring beam 5, and the bottom of the H-shaped steel 2 is fixed with a support leg 3, and the bottom of the support leg 3 is fixed with a bottom plate 4. The bottom plate 4 is connected to the original ground through embedded steel bars, and the tooling is connected to the bottom ring beam 5 through high-strength bolts. The entire cage and the original ground are almost integrated, which effectively enhances the wind and impact resistance of the structure. Several support legs 3 are located in the inner cavity of the ring beam 5, and several H-shaped steels 2 and support legs 3 are arranged in a circular array with the top of the supporting top plate 1 as the center. The top surface of the supporting top plate 1 is a circular octagon. The entire structure is arranged in a ring shape with good integrity. There is no need to add diagonal braces on the outside, and the site occupies a small area.

[0024] Example 2: This example is an improvement made on the basis of Example 1. For details, please refer to Figure 5 ,

[0025] Storage grooves 7 are evenly opened on the front and back sides of the supporting top plate 1, and the opposite sides of the inner cavity of the storage groove 7 are connected to the connecting shaft 8 for rotation. The outer periphery of the connecting shaft 8 is fixedly sleeved with a winding roller 10, and the outer periphery of the winding roller 10 is movably sleeved with a connecting rope 11, and one end of the connecting rope 11 is fixedly installed with a hook 12, and the other end of the connecting rope 11 is fixedly connected to the outer periphery of the winding roller 10. By setting the hook 12 to connect with the external lifting equipment, the overall lifting of the device is convenient.

[0026] A torsion spring 9 is movably provided on the outer periphery of the winding roller 10, and one end of the torsion spring 9 is fixedly connected to the outer periphery of the adjacent winding roller 10, and the other end of the torsion spring 9 is fixedly connected to the inner cavity side wall of the adjacent storage groove 7. By providing the torsion spring 9, the hook 12 can be stored in the inner cavity of the storage groove 7, which can avoid the hook 12 being dragged outside when not in use, affecting the normal use of subsequent devices.

[0027] Working principle: After the annular tooling is completed, first adjust the level of the tooling top surface, and then fix the 8 bottom plates 4 by drilling and planting steel bars to ensure that the tooling is stably connected to the original ground. Place the lower section of the cage on the assembly tooling, weld and make T-shaped plates 6, and make holes in the flanges of the plates. Place the T-shaped plates 6 at the center of each supporting top plate 1, the lower edge of the H-shaped steel 2 and the upper edge of the bottom ring beam 5, and fix them with bolts. After completing the reinforcement of the lower section of the cage, complete the assembly of the upper section of the cage. When the cage needs to be moved away as a whole At this time, pull the hook 12 out of the inner cavity of the storage groove 7, pull out all the connecting ropes 11 wrapped around the winding roller 10, and connect the hook 12 to the external lifting equipment. The operation of the hook 12 on the other side of the supporting top plate 1 is as above and will not be repeated here, which is convenient for transporting the cage. After the lifting is completed, separate the hook 12 from the adjacent lifting equipment, and under the action of the adjacent torsion spring 9, the connecting rope 11 can be wound around the outer periphery of the winding roller 10, which can avoid the hook 12 being dragged outside when not in use, affecting the normal use of subsequent devices.

[0028] The contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0029] Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments, or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. An offshore wind power monopile cage assembly tooling, comprising a support top plate (1), characterized in that: The bottom of the supporting top plate (1) is provided with a plurality of H-shaped steels (2), the bottom of each H-shaped steel (2) is provided with a T-shaped plate (6), and the T-shaped plate (6) and the H-shaped steel (2) are connected by bolts. A ring beam (5) is fixedly installed on the bottom of the T-shaped plate (6), and a support leg (3) is fixedly installed on the bottom of each H-shaped steel (2), and a bottom plate (4) is fixedly installed on the bottom of each support leg (3), and the plurality of support legs (3) are located in the inner cavity of the ring beam (5).

2. The offshore wind power monopile cage assembly tooling according to claim 1 is characterized by: The plurality of H-shaped steels (2) and supporting legs (3) are arranged in a circular array with the top of the supporting top plate (1) as the center.

3. The offshore wind power monopile cage assembly tooling according to claim 1 is characterized by: The top surface of the supporting top plate (1) is an annular octagon.

4. The offshore wind power monopile cage assembly tool according to claim 1, characterized in that: The support top plate (1) is evenly provided with receiving grooves (7) at the front and rear sides, and the inner cavity of the receiving groove (7) is connected to a connecting shaft (8) on the opposite side in a common rotation, and a winding roller (10) is fixedly sleeved on the outer periphery of the connecting shaft (8), and a connecting rope (11) is movably sleeved on the outer periphery of the winding roller (10), and a hook (12) is fixedly installed on one end of the connecting rope (11), and the other end of the connecting rope (11) is fixedly connected to the outer periphery of the winding roller (10).

5. The offshore wind power monopile cage assembly tooling according to claim 4 is characterized by: The outer periphery of each winding roller (10) is movably provided with a torsion spring (9), and one end of the torsion spring (9) is fixedly connected to the outer periphery of the adjacent winding roller (10), and the other end of the torsion spring (9) is fixedly connected to the inner cavity side wall of the adjacent receiving groove (7).