WO2012175547A2 - Support structure - Google Patents

Support structure Download PDF

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Publication number
WO2012175547A2
WO2012175547A2 PCT/EP2012/061810 EP2012061810W WO2012175547A2 WO 2012175547 A2 WO2012175547 A2 WO 2012175547A2 EP 2012061810 W EP2012061810 W EP 2012061810W WO 2012175547 A2 WO2012175547 A2 WO 2012175547A2
Authority
WO
WIPO (PCT)
Prior art keywords
foundation
skirts
support structure
seabed
skirt
Prior art date
Application number
PCT/EP2012/061810
Other languages
French (fr)
Other versions
WO2012175547A3 (en
Inventor
Sigurd Ramslie
Original Assignee
Seatower As
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Seatower As filed Critical Seatower As
Publication of WO2012175547A2 publication Critical patent/WO2012175547A2/en
Publication of WO2012175547A3 publication Critical patent/WO2012175547A3/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017Means for protecting offshore constructions
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D13/00Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F03D13/22Foundations specially adapted for wind motors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056Platforms with supporting legs
    • E02B2017/0065Monopile structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0091Offshore structures for wind turbines
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

Definitions

  • the invention relates to structures for the support of offshore wind turbines and similar equipment. More specifically, the invention relates to a support structure for use in offshore windmill parks, as disclosed in the preamble of independent claim 1.
  • the growing demand for the exploitation of renewable energy sources is increasing the demand for wind power generation offshore where the wind conditions are more favourable than onshore and the environmental consequences are smaller.
  • the support structure consists of a shaft/tower fixed in the seabed either directly by means of a foundation, or in that the structure floats and is connected to the seabed by an anchor system.
  • the invention relates to the first-mentioned type, that is to say, support structures which, when installed and in operation, are bottom- fixed.
  • the foundation is secured to the seabed by drilled or driven piles.
  • WO 2009/154472 A2 describes a support structure for use in the offshore windmill sector, comprising a foundation for installation on a bottom below a body of water and a tower connected to and extending up from the foundation and which is capable of supporting at least an equipment unit.
  • the foundation comprises a bottom plate element and a wall which extends up from the bottom plate element, thereby defining a first cavity capable of holding ballast and providing buoyancy during tow-out and installation.
  • the foundation has a circumferential skirt extending down from the bottom plate element, which thus defines at least one compartment underneath the foundation.
  • the compartment may be divided into further compartments by means of skirts which extend down from the bottom plate element and preferably extend radially from a central portion of the bottom plate element to respective areas of the circumferential skirt.
  • WO 2010/143966 A2 describes a foundation base having a circular plate which has a circumferential skirt extending down from the plate 5 in such a way as to form a main compartment defined by the plate and the skirt.
  • a plurality of outer compartments with separate skirts Arranged at regular intervals around the plate is a plurality of outer compartments with separate skirts, which are disposed around the plate at angular spacing of 120° with respect to one another.
  • the main compartment and the outer compartments are in effect "inverted cups", with skirts capable of penetrating the surface during the installation of the foundation base.
  • the skirts will be subjected to substantial loads that call for large material thickness or a substantial number of stiffeners.
  • Large material thickness and/or a large number of stiffeners give reduced penetration ability and high production costs.
  • a support structure has therefore been produced for installation on a seabed, comprising a foundation and a column secured to and extending up from the foundation and capable of supporting at least one equipment unit, wherein the foundation comprises a circumferential skirt extending downwards, thereby defining at least one compartment underneath the foundation, characterised in that the skirt comprises a corrugated material.
  • the support structure comprises a plurality of outer sub- foundations attached to the foundation, and having downward skirts, the skirts comprising a corrugated material.
  • the skirts are preferably constructed of corrugated steel plates.
  • corrugated skirts according to the invention are better stiffened and therefore less prone to buckle or break during seabed penetration than conventional skirts. It is therefore possible to have thinner plate thickness with corrugated skirts and still ensure that the skirt has the necessary strength.
  • the production of the skirts is also simpler (and thus cheaper) when corrugated plates are used. There is no need for ring stiffeners or the like, which are necessary stiffening components in the production of conventional skirts.
  • Figure 1 is a side view of an embodiment of the foundation according to the invention.
  • Figure 2 is a top view of the same embodiment as that shown in Figure 1.
  • the support structure comprises a column 1 , a foundation 2, an intermediate conical structure 3, and in the figures it is shown located in a body of water W and resting on a seabed B via the foundation 2.
  • the column is adapted to support a tower and a wind turbine, or the like (not shown), mounted on top of the tower.
  • the column further comprises a work platform 4, a boat mooring system and a ladder 5 which runs from the mooring system up to the work platform.
  • the conical structure 3 preferably comprises a lower part 3a of concrete and an upper part 3b of steel.
  • the foundation 2 comprises a downward skirt 7 and a plurality of outer sub- foundations 6a-c which also have downward skirts 8a-c.
  • the sub-foundations 6a-c are disposed around the foundation at an angular spacing of 120° with respect to one another.
  • the skirts 7, 8a-c form respective compartments (not shown), and the skirts are thus able to penetrate down into the seabed B during the installation of the support structure.
  • the skirts which preferably are made of steel, are corrugated. This gives increased stiffness and better penetration ability, and hence a more stable installation on the seabed.
  • the invention is described and illustrated here as a structure having a circular cross-section in the horizontal plane, the invention will not will limited to such cross-sections, but will also comprise, for example, rectangular or octagonal cross-sections.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Wind Motors (AREA)

Abstract

A support structure for installation on a seabed, comprising a foundation (2), and a column (1) secured to and extending up from the foundation and capable of supporting at least an equipment unit, the foundation (2') comprising a circumferential skirt (7) which extends downwards, thereby defining at least one compartment underneath the foundation (2). The skirt comprises a corrugated material, and is preferably constructed of corrugated steel plates.

Description

SUPPORT STRUCTURE
The invention relates to structures for the support of offshore wind turbines and similar equipment. More specifically, the invention relates to a support structure for use in offshore windmill parks, as disclosed in the preamble of independent claim 1.
The growing demand for the exploitation of renewable energy sources is increasing the demand for wind power generation offshore where the wind conditions are more favourable than onshore and the environmental consequences are smaller. There is a growing need for structures capable of supporting heavy wind turbines at a substantial height above the sea surface. The support structure consists of a shaft/tower fixed in the seabed either directly by means of a foundation, or in that the structure floats and is connected to the seabed by an anchor system. The invention relates to the first-mentioned type, that is to say, support structures which, when installed and in operation, are bottom- fixed.
The typical bottom- fixed support structures for wind turbines in practical use, planned for use and described in publicly available sources have in general the following characteristics:
1. Demanding installation procedure where the tower is mounted on site on pre- installed foundation;
2. The foundation is secured to the seabed by drilled or driven piles.
WO 2009/154472 A2 describes a support structure for use in the offshore windmill sector, comprising a foundation for installation on a bottom below a body of water and a tower connected to and extending up from the foundation and which is capable of supporting at least an equipment unit. The foundation comprises a bottom plate element and a wall which extends up from the bottom plate element, thereby defining a first cavity capable of holding ballast and providing buoyancy during tow-out and installation. The foundation has a circumferential skirt extending down from the bottom plate element, which thus defines at least one compartment underneath the foundation. The compartment may be divided into further compartments by means of skirts which extend down from the bottom plate element and preferably extend radially from a central portion of the bottom plate element to respective areas of the circumferential skirt.
WO 2010/143966 A2 describes a foundation base having a circular plate which has a circumferential skirt extending down from the plate 5 in such a way as to form a main compartment defined by the plate and the skirt. Arranged at regular intervals around the plate is a plurality of outer compartments with separate skirts, which are disposed around the plate at angular spacing of 120° with respect to one another. The main compartment and the outer compartments are in effect "inverted cups", with skirts capable of penetrating the surface during the installation of the foundation base.
Both during installation of the foundation and when the plant is in operation, the skirts will be subjected to substantial loads that call for large material thickness or a substantial number of stiffeners. Large material thickness and/or a large number of stiffeners give reduced penetration ability and high production costs.
A support structure has therefore been produced for installation on a seabed, comprising a foundation and a column secured to and extending up from the foundation and capable of supporting at least one equipment unit, wherein the foundation comprises a circumferential skirt extending downwards, thereby defining at least one compartment underneath the foundation, characterised in that the skirt comprises a corrugated material.
In an embodiment, the support structure comprises a plurality of outer sub- foundations attached to the foundation, and having downward skirts, the skirts comprising a corrugated material.
The skirts are preferably constructed of corrugated steel plates.
The corrugated skirts according to the invention are better stiffened and therefore less prone to buckle or break during seabed penetration than conventional skirts. It is therefore possible to have thinner plate thickness with corrugated skirts and still ensure that the skirt has the necessary strength. The production of the skirts is also simpler (and thus cheaper) when corrugated plates are used. There is no need for ring stiffeners or the like, which are necessary stiffening components in the production of conventional skirts.
These and other characteristic features of the invention will be set forth in the following description of a preferred embodiment, given as a non-limiting example, with reference to the following figures, wherein:
Figure 1 is a side view of an embodiment of the foundation according to the invention; and
Figure 2 is a top view of the same embodiment as that shown in Figure 1.
The support structure comprises a column 1 , a foundation 2, an intermediate conical structure 3, and in the figures it is shown located in a body of water W and resting on a seabed B via the foundation 2. The column is adapted to support a tower and a wind turbine, or the like (not shown), mounted on top of the tower. The column further comprises a work platform 4, a boat mooring system and a ladder 5 which runs from the mooring system up to the work platform.
The conical structure 3 preferably comprises a lower part 3a of concrete and an upper part 3b of steel. The foundation 2 comprises a downward skirt 7 and a plurality of outer sub- foundations 6a-c which also have downward skirts 8a-c. In the illustrated embodiment, the sub-foundations 6a-c are disposed around the foundation at an angular spacing of 120° with respect to one another. The skirts 7, 8a-c form respective compartments (not shown), and the skirts are thus able to penetrate down into the seabed B during the installation of the support structure.
The skirts, which preferably are made of steel, are corrugated. This gives increased stiffness and better penetration ability, and hence a more stable installation on the seabed.
Although the invention is described and illustrated here as a structure having a circular cross-section in the horizontal plane, the invention will not will limited to such cross-sections, but will also comprise, for example, rectangular or octagonal cross-sections.

Claims

1. A support structure for installation on a seabed, comprising a foundation (2), and a column (1) secured to and extending up from the foundation and capable of supporting at least an equipment unit, the foundation (2) comprising a
circumferential skirt (7) which extends downwards, thereby defining least one compartment underneath the foundation (2), characterised in comprising a plurality of outer sub- foundations (6a-c) having downward skirts (8a-c) attached to the foundation, the skirts (8a-c) comprising a corrugated material.
2. A support structure according to claim 1 , the skirt (7) comprising a corrugated material.
3. A support structure according to claim 1 or claim 2, wherein the skirts are constructed of corrugated steel plates.
PCT/EP2012/061810 2011-06-20 2012-06-20 Support structure WO2012175547A2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20110888A NO332863B1 (en) 2011-06-20 2011-06-20 Support structure for installation on a seabed
NO20110888 2011-06-20

Publications (2)

Publication Number Publication Date
WO2012175547A2 true WO2012175547A2 (en) 2012-12-27
WO2012175547A3 WO2012175547A3 (en) 2013-07-04

Family

ID=46397208

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2012/061810 WO2012175547A2 (en) 2011-06-20 2012-06-20 Support structure

Country Status (2)

Country Link
NO (1) NO332863B1 (en)
WO (1) WO2012175547A2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101516192B1 (en) * 2013-12-20 2015-05-04 삼성중공업 주식회사 A supporting apparatus for a bearing housing of aerogenerator type

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009154472A2 (en) 2008-06-20 2009-12-23 Seatower As Support structure for use in the offshore wind farm industry
WO2010143966A2 (en) 2009-06-10 2010-12-16 Seatower As Foundation base

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4000624A (en) * 1975-06-10 1977-01-04 Lin Offshore Engineering, Inc. Multi-component offshore platform
US4655642A (en) * 1983-12-20 1987-04-07 Brian Watt Associates, Inc. Arctic structure of composite wall construction
NO850517L (en) * 1985-02-12 1986-08-13 Saga Petroleum CONSTRUCTION GEOMETRY AND SHAPE FOR OFFSHORE CONCRETE PLATFORM.

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009154472A2 (en) 2008-06-20 2009-12-23 Seatower As Support structure for use in the offshore wind farm industry
WO2010143966A2 (en) 2009-06-10 2010-12-16 Seatower As Foundation base

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101516192B1 (en) * 2013-12-20 2015-05-04 삼성중공업 주식회사 A supporting apparatus for a bearing housing of aerogenerator type

Also Published As

Publication number Publication date
NO332863B1 (en) 2013-01-28
NO20110888A1 (en) 2012-12-21
WO2012175547A3 (en) 2013-07-04

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