Patent Application
20230366169
This application claims the priority benefit of China application no. 202210523689.0, filed on May 14, 2022. The entirety of the above-mentioned patent application is hereby incorporated by reference herein and made a part of this specification.
The present invention belongs to the field of offshore wind power engineering, and in particular relates to a construction method for reinforcing and repairing a steel pipe pile for offshore wind power.
With the continuous development of offshore wind power, the construction of offshore wind farms is also expanding. There are as many as dozens of wind turbines in a large wind farm. As a result, during the development and operation and maintenance of offshore wind power, the probability of collision between ships and wind turbine foundations is increased. In addition, the construction of offshore wind farms is greatly affected by weather factors, and has a long period. In case of extreme weather, it is very easy for ships to collide with wind turbines.
The marine environment is complex and changeable, such that the construction is difficult. In order to facilitate the construction, most of structures adopt steel structure types. Compared with solid components, hollow steel pipes and steel structural components are smaller in rigidity. When disasters such as ship collision occur, steel structures are easily damaged and deformed to affect normal service of wind turbines. In engineering, grout repair, hoop repair and grout-hoop repair are often used. In the actual repair process, it was found that grout repair requires a larger amount of engineering and a higher cost, while hoop repair requires high precision and can better play its repair advantages only when a component is closely attached. Grout-hoop repair is allowed to have larger errors in the manufacturing process, and is widely popular at home and abroad, but there are still some engineering problems urgently to be solved in actual construction operations.
In order to make up for the deficiencies in the prior art, the present invention provides a technical solution of a construction method for reinforcing and repairing a steel pipe pile for offshore wind power.
A construction method for reinforcing and repairing a steel pipe pile for offshore wind power includes the following steps:
step S1: installing a plurality of support ribs on an outer wall of a steel pipe pile to be repaired along a circumferential direction;
step S2: placing a plurality of support plate components on the support ribs and performing splicing along the outer wall of the steel pipe pile to form an annular support plate assembly;
step S3: installing a plurality of hoop cylinder components on the support plate assembly, performing splicing along the outer wall of the steel pipe pile to form an annular hoop cylinder assembly, and forming a grouting cavity between the hoop cylinder assembly and the steel pipe pile;
step S4: connecting grouting pipelines to grouting ports of the hoop cylinder assembly, and performing a grouting operation; and step S5: after grouting, forming a reinforcement and repair structure on the outer wall of the steel pipe pile when a grouting material is solidified.
Further, in the step S1, the support ribs are fixed to the outer wall of the steel pipe pile by welding.
Further, in the step S1, magnetic adsorption pieces are fixed to the support ribs and adsorbed to the outer wall of the steel pipe pile, such that the support ribs are pre-positioned, and that the support ribs are welded.
Further, in the step S2, the plurality of support plate components are welded to form the support plate assembly.
Further, in the step S2, the support plate components are fixed to the outer wall of the steel pipe pile by welding.
Further, in the step S2, the support plate assembly includes two support plate components.
Further, in the step S3, the plurality of hoop cylinder components are connected by high-strength fasteners to form the hoop cylinder assembly.
Further, in the step S3, a bottom portion of the hoop cylinder assembly is connected to the support plate assembly by high-strength fasteners.
Further, in the step S4, an upper end of the hoop cylinder assembly is formed with grout overflow ports, such that whether the grouting operation is completed is judged by observing whether the grouting materials overflow from the grout overflow ports during grouting.
Further, an inner wall of the hoop cylinder assembly is provided with first reinforcement keys, the outer wall of the steel pipe pile is welded with second reinforcement keys, and the hoop cylinder assembly is installed on the steel pipe pile.
Compared with the prior art, the present invention has the following beneficial effects.
1. The repair method according to the present invention is simpler and more convenient to operate.
2. According to the present invention, support is provided by the support ribs and the support plate assembly, the grouting cavity is formed by the hoop cylinder assembly and then is grouted by using the grouting ports, and the reinforcement and repair structure is formed on the outer wall of the steel pipe pile when the grouting material is solidified, which has good durability and overall cooperative work performance, can reduce maintenance costs, and protects the safety of an offshore wind power structure.
The present invention is further described below in conjunction with the accompanying drawings.
Referring to
The method includes the following steps.
Step S1: a plurality of support ribs 2 are installed on an outer wall of a steel pipe pile 1 to be repaired along a circumferential direction, and the support ribs 2 are uniformly distributed circumferentially.
Specifically, the support ribs 2 are of a stable triangular plate structure, each of the support ribs 2 is fixedly provided with a magnetic adsorption piece 5, and the magnetic adsorption piece 5 is internally installed with a magnet. Before welding, the magnetic adsorption pieces 5 are firstly adsorbed on the outer wall of the steel pipe pile 1 to pre-position the support ribs 2, and then the support ribs 2 are welded.
Step S2: a plurality of support plate components are lifted by a crane, and the support plate components are placed on the support ribs 2 and spliced along the outer wall of the steel pipe pile 1 to form an annular support plate assembly 3.
Specifically, the support plate assembly 3 includes two support plate components, the support plate components are of a half ring structure, the support plate components are provided with lifting lugs for lifting, and the two support plate components are integrally welded end-to-end on the support ribs 2, and the support plate components are also welded with the steel pipe pile 1. When necessary, the support plate components and the corresponding support ribs 2 may also be welded and fixed.
The number of the support plate components in the above-mentioned support plate assembly 3 may be adjusted as required.
Step S3: a plurality of hoop cylinder components 400 are lifted by the crane, the hoop cylinder components 400 are installed on the support plate assembly 3 and spliced along the outer wall of the steel pipe pile 1 to form an annular hoop cylinder assembly 4, and a grouting cavity 401 is formed between the hoop cylinder assembly 4 and the steel pipe pile 1.
Specifically, the hoop cylinder assembly 4 includes two hoop cylinder components 400, the hoop cylinder components 400 are of a semi-cylindrical structure, the hoop cylinder components 400 are provided with lifting lugs for lifting, the bottom portion of each of the hoop cylinder components is provided with a flange 404, the flanges 404 and the support plate assembly 3 are fixed by high-strength fasteners, left and right sides of each of the hoop cylinder components 400 are provided with connecting plates 405, the connecting plates 405 of the two hoop cylinder components 400 are connected by high-strength fasteners, an inner wall of each of the hoop cylinder components 400 is formed with a grouting cavity 401, the inner wall of each of the hoop cylinder components 400 is provided with a plurality of first reinforcement keys 403 spaced from top to bottom, an upper end of the inner wall of each of the hoop cylinder components 400 is provided with a boss, the boss is used as an upper flange of the grouting cavity 401, and the boss is formed with a plurality of grout overflow ports 406.
The number of the hoop cylinder components 400 in the above-mentioned hoop cylinder assembly 4 may be adjusted as required.
Step S4: grouting pipelines are connected to grouting ports 402 of the hoop cylinder assembly, a grouting operation is performed from bottom to top, and the grout overflow ports 406 are concerned all the time, such that whether the grouting operation is completed is judged by observing whether grouting materials overflow from the grout overflow ports 406 during grouting.
Step S5: after grouting, when the grouting materials are solidified, a grouting device is left on the steel pipe pile 1, and a reinforcement and repair structure is formed on the outer wall of the steel pipe pile together with the grouting materials.
In addition, a plurality of second reinforcement keys 100 can be welded from top to bottom on the outer wall of the steel pipe pile 1 in advance, a welded part is an undamaged part of the steel pipe pile 1, the first reinforcement keys 403 and the second reinforcement keys 100 are arranged in a staggered manner, and the first reinforcement keys 403 and the second reinforcement keys 100 are capable of preventing the hoop cylinder assembly 4 from sliding down.
Other embodiments of the disclosure will be apparent to those skilled in the art from consideration of the specification and practice of the disclosure disclosed herein. The disclosure is intended to cover any variations, uses or adaptations of the disclosure. These variations, uses, or adaptations follow the general principles of the disclosure and include common general knowledge or conventional technical means in the art that are not disclosed in the present disclosure. The specification and embodiments are illustrative, and the real scope and spirit of the present disclosure is defined by the appended claims.
It should be understood that the disclosure is not limited to the precise structures that have been described above and shown in the drawings, and various modifications and variations can be made without departing from the scope thereof. The scope of the disclosure is limited only by the appended claims.
| Number | Date | Country | Kind |
|---|---|---|---|
| 202210523689.0 | May 2022 | CN | national |
