US20200385946A1 - A coupling system, an assembly of a vessel and a coupling system, and an assembly of a coupling system, jacket pile and foundation pile - Google Patents

A coupling system, an assembly of a vessel and a coupling system, and an assembly of a coupling system, jacket pile and foundation pile Download PDF

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Publication number
US20200385946A1
US20200385946A1 US16/769,965 US201816769965A US2020385946A1 US 20200385946 A1 US20200385946 A1 US 20200385946A1 US 201816769965 A US201816769965 A US 201816769965A US 2020385946 A1 US2020385946 A1 US 2020385946A1
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US
United States
Prior art keywords
coupling system
pile
jacket
foundation pile
foundation
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
US16/769,965
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English (en)
Inventor
Boudewijn Casper Jung
Henricus Gerardus Andreas Van Vessem
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ihc Iqip Holding BV
Iqip Holding BV
Original Assignee
IHC Holland lE BV
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 IHC Holland lE BV filed Critical IHC Holland lE BV
Assigned to IHC HOLLAND IE B.V. reassignment IHC HOLLAND IE B.V. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: JUNG, BOUDEWIJN CASPER, VAN VESSEM, Henricus Gerardus Andreas
Publication of US20200385946A1 publication Critical patent/US20200385946A1/en
Assigned to IQIP HOLDING B.V. reassignment IQIP HOLDING B.V. CHANGE OF NAME (SEE DOCUMENT FOR DETAILS). Assignors: IHC IQIP HOLDING B.V.
Assigned to IHC IQIP HOLDING B.V. reassignment IHC IQIP HOLDING B.V. NUNC PRO TUNC ASSIGNMENT (SEE DOCUMENT FOR DETAILS). Assignors: IHC HOLLAND IE B.V.
Pending legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0004—Nodal points
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B25/00—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
    • B63B25/002—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for goods other than bulk goods
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/003—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for for transporting very large loads, e.g. offshore structure modules
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0008—Methods for grouting offshore structures; apparatus therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/027—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto steel structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B75/00—Building or assembling floating offshore structures, e.g. semi-submersible platforms, SPAR platforms or wind turbine platforms
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039—Methods for placing the offshore structure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039—Methods for placing the offshore structure
    • E02B2017/0043—Placing the offshore structure on a pre-installed foundation structure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/0073—Details of sea bottom engaging footing
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/727—Offshore wind turbines

Definitions

  • the present invention relates to a coupling system to be temporarily coupled to at least one of a jacket pile and a foundation pile, comprising an upper fixation member, a lower fixation member and a lifting device for moving the upper and lower fixation members with respect to each other.
  • Such a coupling system which is also called a reusable jacket pile gripper, is known from EP 2 716 818 and can be used for installing offshore structures in the sea, such as offshore wind turbines.
  • Such an offshore structure is anchored to the seabed by means of a jacket including tubular jacket piles which are inserted into tubular foundation piles and fastened thereto.
  • a jacket including tubular jacket piles which are inserted into tubular foundation piles and fastened thereto.
  • three or four foundation piles are rammed into the seabed and the jacket with its tubular jacket piles is lowered onto the foundation piles by means of an appropriate lifting apparatus.
  • the foundation piles After being introduced into the seabed, the foundation piles may protrude from the seabed at different distances and orientations due to inaccuracies in the installation, which may require levelling of the jacket upon installing the jacket onto the foundation piles.
  • a plurality of the known coupling systems can be used as correcting devices for levelling a jacket with respect to the pre-installed foundation piles.
  • Upper fixation members of the coupling systems are temporarily fixed to the respective jacket piles and lower fixation members of the coupling systems are temporarily fixed to corresponding foundation piles.
  • the upper and lower fixation members can be moved with respect to each other by the lifting device so as to level the jacket.
  • the jacket is permanently attached to the foundation piles by means of a grouting action, in which spaces between the jacket piles and the foundation piles are filled with a grouting material.
  • the cleaning device may be configured to clean the inner and/or outer side of the foundation pile to provide improved adherence of the grout to the foundation pile.
  • the cleaning device may comprise one or more brushes.
  • the coupling system provides a flexible and multi-purpose system. Because of the presence of the grout transfer line and/or the cleaning device at the coupling system separately lowering one or both of these items towards the seabed can be omitted, hence saving operating time.
  • a separating device in the coupling system provides the opportunity to use the coupling system for decommissioning a jacket, i.e. removing a jacket from its foundation piles at the end of its useful life.
  • the measurement device is configured to determine parameters of a jacket pile and/or a foundation pile, for example in case of inspection. Possible parameters to monitor during lifetime are marine growth on the jacket pile and/or foundation pile or material loss due to corrosion of the jacket pile and/or foundation pile.
  • the grout transfer line is located at one of the upper and lower fixation members.
  • a grouting tube can be connected to the grout transfer line before the upper fixation member is fixed to a jacket pile and lowered towards the seabed.
  • the separating device may comprise a cutting device for cutting at least one of a jacket pile and a foundation pile upon de-installing the jacket pile with respect to the foundation pile. Numerous alternative separating devices are conceivable.
  • the cutting device may be mounted to at least one of the upper and lower fixation members.
  • the cutting device may be rotatable with respect to the fixation members about an axis of rotation which is directed upwardly when the fixation members are located above each other. This provides the opportunity to guide the cutting device about a jacket pile and/or a foundation pile during cutting the jacket pile and/or the foundation pile.
  • one of the upper and lower fixation members comprises a circular guide along which the cutting device is drivable.
  • the upper and lower fixation members may comprise respective grippers for clamping a jacket pile and a foundation pile, respectively.
  • At least one of the grout transfer line, the cleaning device, the separating device and the measurement device may be removably coupled to at least one of the upper and lower fixation members. This appears to be advantageous, since in case of installing a jacket, for example, the separating device is not necessary and in case of decommissioning a jacket, the grouting line is not necessary.
  • the invention is also related to an assembly of a vessel and a coupling system, wherein the coupling system has a gripper and the vessel comprises a hull and a holding cylinder which is mounted to the hull, wherein the gripper and the holding cylinder are adapted such that the gripper fits about the holding cylinder.
  • the assembly provides the possibility for quickly and safely sea fastening the coupling system to the vessel.
  • the coupling system may be the coupling system as described hereinbefore, whereas the gripper is one of the upper and lower grippers.
  • the invention is also related to an assembly of a coupling system as described hereinbefore, a jacket pile and a foundation pile.
  • FIG. 1 is a cross-sectional view of an embodiment of a coupling system.
  • FIG. 2 is a similar view as FIG. 1 of an alternative embodiment.
  • FIG. 3 is a top view of the embodiments of the coupling system as shown in FIGS. 1 and 2 .
  • FIGS. 4-7 are perspective views of a jacket, foundation piles and an embodiment of the coupling system n, illustrating a manner of installing the jacket onto the foundation piles by means of a plurality of the same coupling systems.
  • FIGS. 8-11 are similar views as FIG. 4-7 , but illustrating a manner of de-installing the jacket with respect to the foundation piles by means of a plurality of the same coupling systems.
  • FIG. 12 is a cross-sectional view of a part of an embodiment of an assembly of a vessel and a coupling system.
  • FIGS. 13 and 14 are similar views as FIG. 1 , showing other alternative embodiments.
  • FIG. 15 is a similar view as FIG. 3 , showing an alternative embodiment.
  • FIG. 4 shows a jacket 1 to be installed onto foundation piles 2 which are pre-installed in a seabed.
  • the foundation piles 2 are hollow cylinders including circular cross-sections.
  • the jacket 1 has a central cylindrical support 3 which can be used for supporting a wind turbine after installing the jacket 1 on the seabed.
  • the support 3 is fixed to three cylindrical jacket piles or jacket feet 4 via a frame 5 .
  • a different number of jacket feet 4 and corresponding number of foundation piles 2 is conceivable.
  • the cylindrical jacket feet 4 have circular cross-sections and fit into the foundation piles 2 .
  • the gripper arms 7 a , 7 b In a closed condition of the upper gripper 7 the gripper arms 7 a , 7 b form a ring-shape and can surround one of the jacket feet 4 .
  • the gripper arms 7 a , 7 b can be locked with respect to each other in the closed condition by means of a lock 9 .
  • Each of the gripper arms 7 a , 7 b is provided with hydraulic cylinders 10 which are arranged such that in the closed condition of the upper gripper 7 they can exert a force in radial direction to a centreline of the ring-shaped gripper 7 . Consequently, the upper gripper 7 can be temporarily fixed to one of the jacket feet 4 .
  • the gripper arms 7 a , 7 b In order to create a large opening in an open condition of the upper gripper 7 the gripper arms 7 a , 7 b have substantially the same dimensions and form semi-circular elements.
  • the lower fixation member is formed by a lower gripper 11 which is also provided with gripper arms, a pivot, a lock and hydraulic cylinders.
  • a lower gripper 11 In an open condition of the lower gripper 11 its gripper arms can receive one of the foundation piles 2 .
  • a closed condition of the lower gripper 11 In a closed condition of the lower gripper 11 its gripper arms form a ring-shape and can surround the foundation piles 2 , whereas the lower gripper 11 can be temporarily fixed to one of the foundation piles 2 by activating its hydraulic cylinders.
  • FIG. 1 shows that centerlines of the upper and lower grippers 7 , 11 coincide.
  • the lock 9 allows the hydraulic cylinders to exert a clamping force onto the jacket feet 4 and the foundation pile 2 without opening the upper and lower grippers 7 , 11 , and also prevents the gripper arms 7 a , 7 b from automatic opening upon unexpected loss of hydraulic pressure loss in the hydraulic cylinders 10 . This means that the coupling system 6 will not immediately sink to the seabed in case of emergency.
  • FIG. 15 shows an alternative embodiment of the coupling system 6 .
  • one of the gripper arms 7 a of the upper gripper 7 has a U-shape which fits around a foundation pile 2 as well as a jacket foot 4 .
  • the other gripper arm 7 b is a beam which is pivotable with respect to the U-shaped gripper arm 7 a through the pivot 8 and can be locked with respect thereto through the lock 9 .
  • the hydraulic cylinders 10 can exert a force in radial direction to a centreline of the ring-shaped gripper 7 .
  • the lower gripper 11 may also be provided with gripper arms, a pivot, a lock and hydraulic cylinders.
  • the beam 7 b can be slidably mounted to the U-shaped gripper arm 7 a rather than pivotably.
  • Each of the coupling systems 6 also comprises a lifting system in the form of upwardly directed hydraulic cylinders 12 for moving the upper and lower grippers 7 , 11 with respect to each other in vertical direction. This provides the opportunity to adjust the height and orientation of the jacket 1 after the jacket feet 4 and the respective foundation piles 2 are mutually coupled with the coupling systems 6 .
  • the jacket feet 4 can be fixed to the foundation piles by inserting grout 13 in the existing space between the respective jacket feet 4 and foundation piles 2 .
  • the lower gripper 11 of the coupling system 6 is provided with a grout transfer line 14 for guiding grout 13 to that space.
  • the grout transfer line 14 has a discharge opening 15 which is located between the upper and lower grippers 10 , 11 and directed downwardly.
  • the grout transfer line 14 is connected to a grouting tube 16 which extends from the lower gripper 11 in upward direction to a vessel (not shown) from which the grout 13 is supplied. Such a grouting action is illustrated in FIG. 6 .
  • the grouting tubes 16 can be coupled to the respective coupling systems 6 before the jacket 1 including the fixed coupling systems 6 is lowered towards the seabed.
  • FIG. 7 shows the jacket 1 and foundation piles 2 in a fixed condition. The coupling systems 6 can be removed in order to install a next jacket 1 .
  • FIG. 2 shows another embodiment of the coupling system 6 .
  • This embodiment has a lot of similarities to the embodiment as described hereinbefore, but it does not have a grout transfer line and it is provided with a separating device in the form of a cutting device 17 .
  • Elements of this embodiment which are the same as the elements of the embodiment as described hereinbefore are indicated by the same reference numbers.
  • the upper gripper 7 comprises a circular guide 18 to which the cutting device 17 is mounted.
  • the cutting device 17 is drivable along the guide 18 such that it can cut a jacket foot 4 as illustrated in FIGS. 2, 8 and 9 .
  • three coupling system 6 Prior to a cutting action three coupling system 6 can be lowered towards the seabed and the gripper arms of the upper and lower grippers 7 , 11 are moved outwardly with respect to each other such that the upper and lower grippers 7 , 11 are in their open positions. Subsequently, the coupling systems 6 are moved in lateral direction to the respective jacket feet 4 where the upper grippers 7 are fixed to the respective jacket feet 4 and the lower grippers 11 are fixed to the corresponding foundation piles 2 . This situation is illustrated in FIG. 8 . After finalizing the cutting action the jacket 1 is lifted from the foundation piles 2 and small pieces 4 ′ of the respective jacket feet 4 remain fixed to the foundation piles 2 , see FIG. 9 .
  • a cutting action can be facilitated by moving the upper and lower grippers 7 , 11 away from each other by the hydraulic cylinders 12 when they are fixed to the jacket feet 4 and/or the foundation piles 2 such that stress at the intended location of cutting is minimized.
  • FIGS. 1 and 2 show that the lower gripper 11 is provided with a tubular tapered element 22 .
  • the coupling system 6 is already attached to the jacket pile 4 and the jacket pile 4 including the coupling system 6 are moved towards the foundation pile 2 in order to insert the jacket pile 4 into the foundation pile 2 they can be easily guided by means of the tapered element 22 .
  • FIGS. 1 and 2 and described hereinbefore may be integrated in one embodiment which is suitable for both a grouting action and a cutting action.
  • the embodiment of FIG. 1 is already prepared for a cutting action by the presence of the guide 18 to which the cutting device 17 can be mounted.
  • FIG. 13 shows an embodiment wherein the coupling system 6 is provided with a cleaning device 23 for cleaning the inner and/or outer side of a foundation pile 2 , for example, before a grouting action will be started.
  • the cleaning device 23 makes use of the guide 18 which can also be used by the cutting device 17 as shown in FIG. 2 .
  • the cleaning device 23 may comprise brushes for locally cleaning the foundation pile 2 before grouting, but an alternative cleaning device is conceivable, for example high pressure water jetting.
  • FIG. 12 shows a part of a vessel 19 , which has a hull including a deck 20 on which holding cylinders 21 are attached, for example by means of welding.
  • the diameters of the holding cylinders 21 are in the same order of magnitude as the above-mentioned jacket feet 4 and foundation piles 2 .
  • FIG. 12 shows that the lower gripper 11 fits about the holding cylinder 21 in its closed condition. In case of transporting the coupling systems 6 to and from an offshore location the lower grippers 11 can be temporarily fixed to respective holding cylinders 21 .

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Ocean & Marine Engineering (AREA)
  • Transportation (AREA)
  • Foundations (AREA)
  • Earth Drilling (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)
US16/769,965 2017-12-07 2018-11-28 A coupling system, an assembly of a vessel and a coupling system, and an assembly of a coupling system, jacket pile and foundation pile Pending US20200385946A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NL2020037 2017-12-07
NL2020037A NL2020037B1 (en) 2017-12-07 2017-12-07 A coupling system, an assembly of a vessel and a coupling system, and an assembly of a coupling system, jacket pile and foundation pile
PCT/NL2018/050800 WO2019112421A1 (en) 2017-12-07 2018-11-28 A coupling system, an assembly of a vessel and a coupling system, and an assembly of a coupling system, jacket pile and foundation pile

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US20200385946A1 true US20200385946A1 (en) 2020-12-10

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US16/769,965 Pending US20200385946A1 (en) 2017-12-07 2018-11-28 A coupling system, an assembly of a vessel and a coupling system, and an assembly of a coupling system, jacket pile and foundation pile

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US (1) US20200385946A1 (ko)
EP (1) EP3721019A1 (ko)
JP (1) JP2021505793A (ko)
KR (1) KR20200091415A (ko)
CN (1) CN111373101B (ko)
AU (1) AU2018379571B2 (ko)
BR (1) BR112020011049A2 (ko)
CA (1) CA3080105A1 (ko)
NL (1) NL2020037B1 (ko)
SG (1) SG11202003142YA (ko)
WO (1) WO2019112421A1 (ko)

Cited By (1)

* Cited by examiner, † Cited by third party
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CN115125989A (zh) * 2022-08-15 2022-09-30 湖南恒岳重钢钢结构工程有限公司 一种海上风力发电机组的导管架调平装置

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KR20210096644A (ko) 2018-11-28 2021-08-05 이멘코 코로션 테크놀로지 에이에스 해양 구조물의 레그와 해저에 체결된 기저부의 파일 사이에 형성될 연결부를 고정하기 위한 장치
CN113417268B (zh) * 2021-05-31 2022-07-26 武汉船用机械有限责任公司 海洋平台的升降系统
KR102600428B1 (ko) * 2022-04-14 2023-11-10 주식회사 케이베츠 유압실린더, 유압실린더를 구비하는 스태빙 시스템, 및 스태빙 시스템을 이용한 해양자켓구조물 설치방법
KR20230171126A (ko) 2022-06-13 2023-12-20 연세대학교 산학협력단 이차전지 수명 분석방법 및 장치

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