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At-sea wind generation unit foundation formed by barrel type foundation and mooring rope anchor

A cylindrical foundation and offshore wind power technology, which is applied in infrastructure engineering, construction, etc., can solve the problems of large impact, high requirements for load-bearing foundation, and high price, so as to reduce horizontal force and bending moment and improve anti-overturning ability , the effect of reducing transportation costs

Active Publication Date: 2010-07-07
JLANGSU DAODA OFFSHORE WIND CONSTR TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The gravity foundation is generally a reinforced concrete structure or a mixed structure of reinforced concrete and ballast, which has high requirements for the load-bearing foundation, and also involves complex offshore construction, which is greatly affected by the climate and the cost is high
The single-pile and multi-pile foundations are pile-driven supporting piles, which require special anti-corrosion, strength and toughness requirements, and expensive offshore piling equipment is required during construction, which leads to an increase in the foundation cost of offshore wind turbines
[0003] Using the above traditional offshore wind turbine foundation structure, its foundation construction and offshore construction costs are high, resulting in a substantial increase in the investment cost of the offshore wind turbine foundation foundation compared with the land foundation, thus limiting the development of offshore wind power
For the cylindrical foundation, at present, all-steel cylindrical foundations have been adopted in foreign countries, and the structural types adopted include single-tube and multi-tube types, but no combination of cylindrical foundation and mooring cable anchors has been adopted.

Method used

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  • At-sea wind generation unit foundation formed by barrel type foundation and mooring rope anchor
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  • At-sea wind generation unit foundation formed by barrel type foundation and mooring rope anchor

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Embodiment Construction

[0014] An offshore wind turbine foundation composed of a cylindrical foundation and mooring cable anchors. It is composed of a cylindrical foundation 1, a connecting tower 2, a steel cable 3 and a suction anchor 4. The cylindrical foundation 1 is equipped with a sealed top cover. Steel cylinder structure; the connecting tower 2 is a steel conical cylindrical structure; the connecting tower 2 and the cylindrical foundation 1 are fixed by welding and reinforced by eight ribs 7, and the connecting tower 2 and the wind turbine tower 5 are connected by the method The blue 6 is connected and fixed; one section of the steel cable 3 is welded and fixed to the top of the connecting tower 2, and the other end is welded and fixed to the suction anchor 4; the number of the steel cable and the suction anchor is the same as eight.

[0015] In this embodiment: the diameter of the steel cylindrical foundation is 10m, the wall thickness is 50mm, and the height is 8m; the diameter of the steel s...

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Abstract

The invention relates to an at-sea wind generation unit foundation formed by a barrel type foundation and a mooring rope anchor, which is composed of the barrel type foundation, a connection tower barrel, a cable rope and a suction anchor, the barrel type foundation is a steel cylinder structure which is provided with a sealing top cover, the connection tower barrel is a steel conical cylinder shape structure, the connection tower barrel and the barrel type foundation are fixed by welding and are reinforced by a rib plate, and the connection tower barrel and a connection tower barrel tower barrel are fixedly connected by a flange, and two ends of the cable rope are respectively fixed with the connection tower barrel and the suction anchor by welding. The at-sea wind generation unit foundation has the advantages that: the structure is simple, the construction is convenient, the work amount is low and the structure stress is rational. The barrel type foundation of the foundation self-floats to the construction position at sea by traction, the transportation cost can be reduced; a large hoisting ship does not need to be placed at seabed or pile driving construction at sea is not needed, the barrel type foundation can be recycled, thereby being environmental-protection; the load of the foundation structure, especially for moment load, can be effectively dispersed by the suction anchor, so as to improve the antidumping capacity of the single barrel type foundation.

Description

technical field [0001] The invention relates to the foundation structure of an offshore wind turbine, in particular to a foundation foundation for an offshore wind turbine composed of a cylindrical foundation and a mooring cable anchor. Background technique [0002] At present, the structural types of foundation foundations for offshore wind turbines are usually single pile foundations, multi-pile foundations or gravity foundations. The gravity foundation is generally a reinforced concrete structure or a mixed structure of reinforced concrete and ballast, which has high requirements on the load-bearing foundation, and also involves complex offshore construction, which is greatly affected by the climate and has high costs. The single-pile and multi-pile foundations are pile-driven supporting piles, which require special anti-corrosion, strength and toughness requirements, and expensive offshore piling equipment is required during construction, which leads to an increase in th...

Claims

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Application Information

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IPC IPC(8): E02D27/44
Inventor 练继建何龙军刘喜珠王海军
Owner JLANGSU DAODA OFFSHORE WIND CONSTR TECH
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