EP3190233A1 - Dispositif et procédé correspondant destinés à appliquer un système de cofferdam sur un mono-pieu d'ouvrages en mer pour l'entretien de la fondation du mono-pieu - Google Patents

Dispositif et procédé correspondant destinés à appliquer un système de cofferdam sur un mono-pieu d'ouvrages en mer pour l'entretien de la fondation du mono-pieu Download PDF

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Publication number
EP3190233A1
EP3190233A1 EP17150733.8A EP17150733A EP3190233A1 EP 3190233 A1 EP3190233 A1 EP 3190233A1 EP 17150733 A EP17150733 A EP 17150733A EP 3190233 A1 EP3190233 A1 EP 3190233A1
Authority
EP
European Patent Office
Prior art keywords
mmu
monopile
barge
guide rails
jack
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.)
Granted
Application number
EP17150733.8A
Other languages
German (de)
English (en)
Other versions
EP3190233B1 (fr
Inventor
Helmut H. Alba
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.)
ABC Alba Business Consultancy EK
Original Assignee
ABC Alba Business Consultancy EK
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 ABC Alba Business Consultancy EK filed Critical ABC Alba Business Consultancy EK
Priority to PL17150733T priority Critical patent/PL3190233T3/pl
Publication of EP3190233A1 publication Critical patent/EP3190233A1/fr
Application granted granted Critical
Publication of EP3190233B1 publication Critical patent/EP3190233B1/fr
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Anticipated expiration legal-status Critical

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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
    • E02B17/0034—Maintenance, repair or inspection of offshore constructions
    • 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
    • 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
    • E02B17/021—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 with relative movement between supporting construction and platform

Definitions

  • the device according to the invention is a modular work platform for performing work in the waterline in the manner of a Cofferdam system.
  • This device is self-sufficient and adaptable by its design to different dimensions.
  • the device is composed of at least two parts.
  • the individual modules are independently buoyant and each have their own supply for machines, systems and control devices.
  • the connection of the individual modules is made by releasable couplings.
  • In the modules are interchangeable and to the diameter and cross section of the Offshore construction provided customizable ground segments.
  • the modules have flexible intermediate decks.
  • a similar solution provides the font NL 2011779 in the form of a Cofferdam system.
  • the device consists of two half-shells, which are clamped by hydraulic systems around the monopile sealing and thus forms a multi-day work platform.
  • the object of the present invention is to provide a device and an associated method for attaching a Cofferdam system as Monopile Maintenance Unit (MMU) to monopiles of offshore structures for the purpose of servicing the monopile foundation.
  • MMU Monopile Maintenance Unit
  • the achievable with the present invention consist in particular that a fast and secure attachment of the MMU monopile is possible.
  • the MMU can consist of two half-shells or with large monopole diameters of a half shell and two quarter shells.
  • the movable arrangement on the jack-up barge enables secure mounting on the monopile.
  • the jack-up barge is once described in its reasonable magnitude to allow sufficient stability and sufficient ballast capacity to compensate for the counterweight. Furthermore, by using a jack-up barge, the working conditions for the staff are substantially improved, e.g. B. by the presence of lounges. Furthermore, a possibility of the necessary elements for erecting and docking the MMU is described in this development, which greatly simplifies the handling of the MMU.
  • MMUs can be transported on the jack-up barge. This would be possible once with different magnitudes adapted to different sized monopiles or that at the same time an MMU is attached to an adjacent offshore plant to perform appropriate maintenance can.
  • inflatable, tube-like sealing elements according to claim 6 at the contact surfaces of the MMU monopile is a variant of the sealing of the MMU.
  • appropriate receptacles for the sealing elements are provided on the MMU.
  • These inflatable sealing elements provide additional seals, since seals already exist on all contact surfaces of the MMU parts with each other and with the monopile.
  • the self-propelled jack-up barge 1 is advantageously designed in the order of about 100 m in length and about 65 m in width and has legs in a length of about 50 m.
  • On the jack-up barge 1 is a crane 8, one or two MMU 3, a hydraulic straightening system 2 for the MMU 3. Furthermore, a sufficient ballast capacity to compensate for the counterweight, provided.
  • the hydraulic straightening device 2 is provided at the rear of the jack-up barge 1. It consists of two guide rails 5, on which a MMU 3 is arranged movable. Both guide rails 5 are arranged to be movable on a joint system 6.
  • the joint system 6 is arranged between the guide rails 5 and the tail and is designed to be horizontally displaceable by means of a displaceable platform 14. Between the rear and the upper ends of the guide rails 5 are intermediate hydraulic systems 7 for erecting the Guide rails 5 with the MMU 3 hanging thereon, arranged. Thus, with the hydraulic straightening system 2, a different position of the MMU 3 at the guide rails 5 and thus for a desired height or depth at the monopile 9 can be adjusted simultaneously.
  • the MMU 3 consists of two half shells 3.1 or in a variant for larger monopile diameter of a half shell 3.1 and two quarter shells 3.2.
  • the two half shells 3.1 and the half shell 3.1 with the quarter shells 3.2 are each connected to one another by a hinge 13.
  • the two half shells 3.1 are in turn arranged on the hinge 13 or the half shell 3.1 with the two quarter shells 3.2 is arranged on its rear side on the articulated system 6 or on the guide rails 5.
  • hydraulic elements 7 are arranged between the joint system 6 and the guide rails 5 and the half-shells 3.1 and quarter shells 3.2. These serve to open or close the MMU 3.
  • the hydraulic erection system 2 can set the lying on the rear of the guide rails 5 MMU 3 vertically.
  • the MMU 3 is then opened by means of hydraulic elements 7 and simultaneously driven to the desired height.
  • the MMU 3 is moved up to the monopile 9 and closed with simultaneous extension of hydraulic supports 10 at the top of the MMU 3 between MMU 3 and monopile 9.
  • the MMU 3 comprises the monopile 9 and forms a sealed working space 12, bounded by the monopile 9 and the outer wall of the MMU 3.
  • This working space 12 is then pumped empty and thus a working space 12 is created for maintenance work on the monopile 9.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Revetment (AREA)
EP17150733.8A 2016-01-10 2017-01-09 Dispositif et procédé correspondant destinés à appliquer un système de cofferdam sur un mono-pieu d'ouvrages en mer pour l'entretien de la fondation du mono-pieu Active EP3190233B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL17150733T PL3190233T3 (pl) 2016-01-10 2017-01-09 Urządzenie i przynależny sposób umieszczania koferdamu przy monopalu konstrukcji offshore w celu konserwacji fundamentu monopalowego

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016100283 2016-01-10
DE102016125903 2016-12-29

Publications (2)

Publication Number Publication Date
EP3190233A1 true EP3190233A1 (fr) 2017-07-12
EP3190233B1 EP3190233B1 (fr) 2019-03-13

Family

ID=57796166

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17150733.8A Active EP3190233B1 (fr) 2016-01-10 2017-01-09 Dispositif et procédé correspondant destinés à appliquer un système de cofferdam sur un mono-pieu d'ouvrages en mer pour l'entretien de la fondation du mono-pieu

Country Status (3)

Country Link
EP (1) EP3190233B1 (fr)
DK (1) DK3190233T3 (fr)
PL (1) PL3190233T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112088234B (zh) 2018-03-06 2022-10-11 伊特里克公司 可调整桩柱保持系统、船及桩柱安装方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006249685A (ja) * 2005-03-08 2006-09-21 Jfe Engineering Kk 水中構造物の仮締切工法及び仮締切用構造体
EP2020463A1 (fr) * 2007-08-02 2009-02-04 WeserWind GmbH Batardeau-caisson et procédé de protection d'une construction offshore contre l'eau environnante en utilisant celui-ci
DE102008029982A1 (de) 2008-06-24 2009-12-31 Schopf, Walter, Dipl.-Ing. Stabilisierungs- und Wartungseinrichtung für seilabgespannte am Meeresboden aufsitzende, sowie für verankerte schwimmende Trägereinrichtungen an Offshore-Energieanlagen
DE102010030694A1 (de) 2010-06-30 2012-01-05 Maschinenbau Und Umwelttechnik Gmbh (Mbu) Vorrichtung und Verfahren zur Durchführung von Arbeiten an Offshore-Bauwerken
TW201215538A (en) * 2010-10-01 2012-04-16 Daiichi Kensetsu Kiko Co Ltd Deck elevating type operating platform vessel and construction method of offshore wind power generation facilities
DE102012023195A1 (de) * 2012-11-28 2014-05-28 Michael Detering Arbeits-Ringkammer
NL2011779C2 (nl) 2013-11-11 2015-05-13 Boskalis Offshore Subsea Services Europ B V Werkwijze voor het behandelen van een paal, alsmede werkwijze daarvoor.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006249685A (ja) * 2005-03-08 2006-09-21 Jfe Engineering Kk 水中構造物の仮締切工法及び仮締切用構造体
EP2020463A1 (fr) * 2007-08-02 2009-02-04 WeserWind GmbH Batardeau-caisson et procédé de protection d'une construction offshore contre l'eau environnante en utilisant celui-ci
DE102008029982A1 (de) 2008-06-24 2009-12-31 Schopf, Walter, Dipl.-Ing. Stabilisierungs- und Wartungseinrichtung für seilabgespannte am Meeresboden aufsitzende, sowie für verankerte schwimmende Trägereinrichtungen an Offshore-Energieanlagen
DE102010030694A1 (de) 2010-06-30 2012-01-05 Maschinenbau Und Umwelttechnik Gmbh (Mbu) Vorrichtung und Verfahren zur Durchführung von Arbeiten an Offshore-Bauwerken
TW201215538A (en) * 2010-10-01 2012-04-16 Daiichi Kensetsu Kiko Co Ltd Deck elevating type operating platform vessel and construction method of offshore wind power generation facilities
DE102012023195A1 (de) * 2012-11-28 2014-05-28 Michael Detering Arbeits-Ringkammer
NL2011779C2 (nl) 2013-11-11 2015-05-13 Boskalis Offshore Subsea Services Europ B V Werkwijze voor het behandelen van een paal, alsmede werkwijze daarvoor.

Also Published As

Publication number Publication date
DK3190233T3 (da) 2019-06-17
PL3190233T3 (pl) 2019-09-30
EP3190233B1 (fr) 2019-03-13

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