EP2326552B1 - Verfahren zum installieren einer unterwasserstruktur - Google Patents

Verfahren zum installieren einer unterwasserstruktur Download PDF

Info

Publication number
EP2326552B1
EP2326552B1 EP09785569.6A EP09785569A EP2326552B1 EP 2326552 B1 EP2326552 B1 EP 2326552B1 EP 09785569 A EP09785569 A EP 09785569A EP 2326552 B1 EP2326552 B1 EP 2326552B1
Authority
EP
European Patent Office
Prior art keywords
buoyancy
subsea structure
vessel
fluid
deployment
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.)
Not-in-force
Application number
EP09785569.6A
Other languages
English (en)
French (fr)
Other versions
EP2326552A2 (de
Inventor
Brett Howard
Barry Presley
Richard Smith
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.)
Technip Energies France SAS
Original Assignee
Technip France SAS
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 Technip France SAS filed Critical Technip France SAS
Publication of EP2326552A2 publication Critical patent/EP2326552A2/de
Application granted granted Critical
Publication of EP2326552B1 publication Critical patent/EP2326552B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • 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
    • B63B35/40—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for for transporting marine vessels
    • B63B35/42—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for for transporting marine vessels with adjustable draught
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B27/00—Arrangement of ship-based loading or unloading equipment for cargo or passengers
    • B63B27/19—Other loading or unloading equipment involving an intermittent action, not provided in groups B63B27/04 - B63B27/18
    • 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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C11/00—Equipment for dwelling or working underwater; Means for searching for underwater objects

Definitions

  • the present invention relates to a method for locating a subsea structure for deployment, generally for subsequent deployment to a seabed.
  • subsea structure refers to any equipment, tool, machine, package, unit, device or other item or installation to be located and/or installed on or near a seabed, including but not limited to risers, underwater well-head elements in oil fields, manifolds, protection structures, fluid separation, pumping or processing units. Many of such structures are usually relatively 'large' and/or 'heavy'.
  • Subsea structures that are intended to be installed on the seabed are usually manufactured onshore. Especially larger subsea structures are transported to a deployment site by towing them through the water behind a suitable vessel. At the deployment site, they are directly lowered from a deployment vessel to an installation site on the seabed.
  • WO 03/074353 A1 shows an example of a method for transporting and installing objects at sea being part of an infrastructure in oil and gas fields offshore.
  • towing a large subsea structure all the way from its onshore manufacture has difficulties.
  • Subsea structures of lesser size or weight can be transported on the deck of a suitable vessel or transportation barge to the deployment site, at which the subsea structure is then lifted off the vessel and into the sea for subsequent deployment.
  • this requires the presence of a crane with usually heavy lifting capacity.
  • PI 0306058-6A discloses a pendular method for installing equipment at the bottom of the sea, whereby the equipment can be transported on the deck of a first craft, and then swung like a pendulum until it is near the seabed.
  • a method of locating a subsea structure beneath a floating deployment vessel for deployment to a seabed comprising at least the steps of:
  • the subsea structure is safely transported to its site of deployment on a suitable floating vessel; it can be launched into the sea at a 'splashzone' without requiring a crane or other lifting mechanism; and then its location beneath the deployment vessel for subsequent deployment to the seabed can be controlled by the use of the one or more suitable buoyancy elements.
  • the present invention therefore provides a controlled passage through the splashzone without the requirement for a crane, and can reduce the load on the deployment winch on a deployment vessel by modifying the net submerged weight of the subsea structure with the buoyancy element(s).
  • the floating transporting vessel may be any suitable self-propelled ship able to move between a normal sea-faring/travelling/shipping position and a semi-submersible/submerged position.
  • Such vessels are known in the art, for example from Dockwise Shipping B.V.
  • Such vessels generally have an open-deck, and are able to be heavy transport sea and ocean-going vessels.
  • a subsea structure can be located either directly on or next to a suitable deck of the floating transporting vessel, optionally on or within or in association with a suitable frame or cradle.
  • the subsea structure can be 'sea-fastened' to the deck of such a vessel for transportation, and the fastenings for which can be released prior to the commencement of deployment.
  • the floating transporting vessel transports the subsea structure near to the deployment vessel. This can include transport next to or otherwise sufficiently within the vicinity of the deployment vessel, preferably such that any umbilicals or cables or like required to be connected between the subsea structure and the deployment vessel can be connected at sea level.
  • the floating transporting vessel is able to semi-submerge, generally by the use of one or more buoyancy and/or ballast tanks therein, so as to still be floating, but to have at least a part of the transporting vessel, usually an open-deck, underwater.
  • the subsea structure can float or be floated at or near sea level, either by itself or by being launched.
  • the transporting vessel may include one or more assistant means such as cranes or winches to assist movement of the subsea structure in relation to the semi-submerged transporting vessel, especially once the subsea structure is able to float, but any such assistant means are not intended to be able to freely lift the subsea structure in air.
  • the subsea structure may be associated with one or more buoyancy aids, one or more of which may be fitted onshore, at the deployment site and/or both, to assist its ability to float once the transporting vessel has been lowered to a semi-submerged position.
  • buoyancy aids are known in the art. Generally it is preferred to use only one type or form of buoyancy aid to launch and deploy a subsea structure, due to the complexity of making any mechanical changes during such operations.
  • Buoyancy aids in the form of one or more air tanks attached to a subsea structure are well known in the art, and are advantageous to reduce the apparent weight of the structure by increasing its buoyancy in water.
  • Such buoyancy aids are used conventionally to reduce the load borne by use of a conventional crane to deploy a subsea structure, but they do not reduce the 'hook load' during lift of the subsea structure from the deck of a vessel, through the splashzone, and through deployment.
  • Such tanks must also be strong enough to be capable of withstanding maximum external hydrostatic pressure without imploding or deforming due to the compressibility of the air contained therein, thus increasing the weight of the tanks and thereby reducing their buoyancy.
  • the buoyancy aid comprises the one or more buoyancy elements with variable buoyancy of step (d).
  • the method of the present invention comprises the further step of providing at least one buoyancy element with variable buoyancy on or connected to the subsea structure during step (b).
  • at least one buoyancy element with variable buoyancy are on or connected to the subsea structure onshore, and are transported to the splashdown and/or deployment site with the subsea structure by the transporting vessel.
  • a buoyancy element with variable buoyancy may comprise any arrangement.
  • such buoyancy elements comprise one or more sections, parts, tanks and/or chambers able to contain at least a proportion of a buoyancy fluid comprising a wholly or substantially incompressible fluid having a density less than that of sea water.
  • One or more chambers could be formed from a flexible or elastic material to permit the volume thereof to vary and accommodate the volume of buoyancy fluid contained therein.
  • Varying the amount of buoyancy fluid in the buoyancy element(s) varies the overall buoyancy of the associated structure in a manner known in the art.
  • An external reservoir of buoyancy fluid can be provided to vary the volume of buoyancy fluid within the or each buoyancy element, having the effect of varying the volume of said one or more chambers, etc.
  • Such buoyancy elements can also contain air, and optionally also water, at varying times and varying proportions.
  • the or each chamber or tank, etc. could contain a bladder or diaphragm to allow such chamber(s) to simultaneously comprise buoyancy fluid and water, and also to allow the proportions of the buoyancy fluid and water in such chamber(s) to be varied, without allowing the two components to mix.
  • all chambers in the buoyancy element(s) Prior to submerging or submersion of the subsea structure, all chambers in the buoyancy element(s) are preferably fully vented of air and replaced with either the low-density incompressible buoyancy fluid and/or water.
  • the substantially incompressible nature of the buoyancy fluid means that the buoyancy element can be made form relatively thin and light weight material compared to prior art air tanks, thus reducing the weight of the buoyancy elements and increasing the buoyancy thereof.
  • Suitable buoyancy fluids include low molecular weight hydrocarbons such as methanol. In order to further reduce the density of the buoyancy fluid, glass microspheres may be added. Such fluids preferably have a density of between 500 and 600kg/m 3 (the density of seawater being around 1027kg/m 3 ). However any fluid having a density less than that of seawater may be suitable as the buoyancy fluid. Preferably the buoyancy fluid also has a low viscosity such that it is easily moveable (such as by one or more pumps) between the buoyancy element and an external reservoir, and such fluids include known low viscosity gels and the like.
  • buoyancy aids such as a buoyancy element described above, in association with the subsea structure, may assist the floating of the subsea structure at or near sea level following the lowering of the transporting vessel to its semi-submerged position.
  • the transporting vessel can be fully re-floated in a manner known in the art, generally by the emptying of one or more of its ballast tanks.
  • the launch or splashdown of the subsea structure may be separate or remote from the deployment site, and the subsea structure can then be towed the remaining distance to the deployment site.
  • it may be desired to launch the subsea structure in calmer or more sheltered seas, or in or at a calmer or more sheltered site, than occur at the deployment site.
  • some relocation of the launched and now semi-submersed subsea structure may occur between steps (c) and (d) of the present invention.
  • the subsea structure, and/or any associated buoyancy aids such as a buoyancy element may include one or more guidelines or control lines to assist or control movement of the subsea structure in the sea, either as it floats at or near sea level, or during its subsequent movement, or both.
  • one guideline may be to partly, substantially or fully assist towing of the subsea structure to the deployment site.
  • the subsea structure comprises a fastening line.
  • the fastening line may not be in use, or may be used to assist securing the subsea structure to the transporting vessel.
  • the method of the present invention further comprises the step of securing a fastening line associated with the subsea structure to the deployment vessel at the deployment site.
  • the securing of a fastening line to the deployment vessel may occur at any stage prior to, during or after step (b) and/or step (c), preferably prior to step (b), of the method of the present invention.
  • one or more buoyancy elements with variable buoyancy are associated with subsea structure. Such association may be by securement or attachment or other connection of the one or more buoyancy elements to the subsea structure, generally in or at a position above the subsea structure.
  • at least one such buoyancy element is associated with the subsea structure onshore, and remains associated with the subsea structure during steps (b) and (c) for use in step (d).
  • the association between the buoyancy element(s) and the subsea structure is preferably designed or adapted to accommodate both tensile and compressive forces between the components, which can or may occur during the different phases of the deployment and landing operation.
  • the association is also designed or adapted to be remotely released by a Remotely Operated Vehicle (ROV) after the subsea structure is landed on a seabed or other intended working location to allow controlled recovery of the buoyancy element(s).
  • ROV Remotely Operated Vehicle
  • a reservoir of buoyancy fluid for the or each buoyancy element may be located at any suitable location, including on one or more floating vessels such as independent storage vessels.
  • one suitable location of a reservoir of buoyancy fluid is on the deployment vessel.
  • Fluid communication is required between any such reservoir and the or each buoyancy element, and suitable fluid umbilicals for such fluid communication are well known in the art.
  • Step (d) of the method of the present invention comprises locating the subsea structure beneath a deployment vessel, usually at the deployment site, using one or more buoyancy elements as described above.
  • the subsea structure is floating at or near sea level near to the deployment vessel, and the or each buoyancy element provides control of the positioning of the subsea structure beneath the deployment vessel.
  • the term "beneath a deployment vessel” as used herein includes the subsea structure being directly beneath the deployment vessel, generally by the connection through one or more generally vertical channels or ports in the deployment vessel, as well as next to or near to a side of the deployment vessel, optionally by the use of one more overhanging pulleys or winches or the like.
  • the present invention is not limited by the exact position of the subsea structure beneath the deployment vessel in preparation for deployment by the deployment vessel, conventionally in a vertically downward direction, of the subsea structure to the seabed.
  • PI 0306058-6A shows lowering of equipment from sea level to near the point of installation by the swinging pendulum movement of the equipment downwardly to the seabed. Such equipment undergoes sideward 'freefall' as it travels through the sea and thus creates increased strain on the installation cable.
  • the present invention is able to provide controlled location of the subsea structure from a floating sea level position, to a suitable position ready for deployment beneath the deployment vessel.
  • Varying the buoyancy of the or each buoyancy element associated with the subsea structure may involve the transferring of one or more of the elements: air, water (generally and preferably seawater) and buoyancy fluids; in, out, within, between, or any combination thereof; the one or more of the buoyancy elements.
  • Means such as pumps, valves, lines, inlets and outlets of the or each buoyancy element are known in the art, and the skilled man is able to provide control of the presence and/or flow of the or each fluid so as to vary the buoyancy of the or each buoyancy element to provide controlled lowering or decent of the subsea structure from its floating sea level position to beneath the deployment vessel.
  • the subsea structure has a certain weight, such that the or each buoyancy element requires a certain degree of buoyancy to allow the subsea structure to float even at sea level.
  • This can involve the inclusion of a proportion of air and/or buoyancy fluid in one or more chambers, sections, tanks, etc of the or each buoyancy element. Some water may also be included to prevent over-buoyancy.
  • buoyancy element(s) Prior to submersion of the subsea structure, all air is evacuated from the buoyancy element(s) and replaced by either water and/or buoyancy fluid, thus removing the requirement for the buoyancy element to be designed to accommodate a net external hydrostatic pressure.
  • the transfer of buoyancy fluid and/or water to replace the air also reduces the overall buoyancy of the or each buoyancy element, providing careful control of the rate (and optionally position) of the lowering the subsea structure such that it can be slowly and carefully located beneath the deployment vessel.
  • step (d) comprises a method of lowering a subsea structure to beneath the deployment vessel comprising the steps of:
  • Subsea structures can be deployed to an installation site, generally on the seabed, using a number of known methods. Generally, these involve the lowering of the subsea structure by means of a winch and fastening line from a floating deployment vessel directly beneath the vessel and in a controlled manner.
  • the subsequent deployment of a subsea structure used in the present invention to the seabed may optionally but preferably continue to involve one or more of the buoyancy elements used in step (d), preferably by or involving at least partly the replacement of buoyancy fluid by water in a controlled manner to allow the subsequent lowering of the subsea structure beneath the deployment vessel to the seabed.
  • a method of locating a subsea structure beneath a floating deployment vessel as defined herein, and of deploying a subsea structure to a seabed comprising the steps of:
  • step (e) comprises replacing buoyancy fluid in one or more of the buoyancy elements with water.
  • the present invention provides an improved method for locating a subsea structure, especially a large subsea structure for use in oil and gas fields offshore, beneath a deployment vessel, and for subsequent deployment of the subsea structure to the seabed, such as to a deep water seabed location.
  • Figure 1 shows the subsea structure 10 located on the open-deck 12 of a floating and sea-faring or sea-going transporting vessel 14, such as the known marine vessel "Sea Serpent".
  • the transporting vessel 14 is able to transport the subsea structure 10 from a dock or other onshore location (not shown) to near the deployment vessel 26 already at a deployment site, or possibly at a more suitable, such as more sheltered, water location for the splashdown.
  • FIG 1 shows the option of including a buoyancy element 16 attached to the subsea structure 10.
  • the attachment may occur onshore, or after the subsea structure 10 has been located in the floating vessel 14.
  • the buoyancy element 16 could be in the form of a 'variable buoyancy submersible barge' (VBSB).
  • VBSB 'variable buoyancy submersible barge'
  • the buoyancy element 16 may include one or more chambers (not shown) and one or more fluid umbilicals 18 able to provide fluid communication for transferring buoyancy fluid between the buoyancy element 16 and a reservoir once required. During transporting of the subsea structure 10 as shown in Figure 1 , the fluid umbilical 18 may not be required.
  • Figure 1 also shows a support guide 20 above the buoyancy element 16, attached to a fastening line 22.
  • the fastening line 22 may not be required during transporting of the subsea structure shown in Figure 1 .
  • the support guide 20 provides even support of the buoyancy element 16 and subsea structure 10 via the fastening line 22.
  • Figure 2 shows the lowering of the transporting vessel 14 to a semi-submerged position, generally by the flooding of one or more ballast tanks therein in a manner known in the art.
  • the fastening line 22 is connected to a suitable winch 24 on the nearby deployment vessel 26.
  • the fastening line 22 may pass through a vertical channel in the deployment vessel 26 to reach the winch 24.
  • the fluid umbilical 18 is connected to a suitable reservoir 30 on the deployment vessel 26. Meanwhile, any fastenings or other securement of the subsea structure 10 to the transporting vessel 14 can be detached and/or released.
  • the subsea structure 10 starts to float at or near the sea level 15, generally because of the buoyancy provided by the buoyancy element 16.
  • the skilled man will be aware of the amount of buoyancy required in the buoyancy element 16 to achieve floating of the subsea structure 10, and generally at least a portion, optionally substantially or all, of the buoyancy element 16, may be air-filled at this time.
  • the floating subsea structure 10 can be relocated gently away from the transporting vessel 14, whilst still floating at or near sea level.
  • the energy required to relocate the floating subsea structure 10 is clearly substantially less than that required to vertically lift any subsea structure in the air by a crane over the side of a transporting vessel and into the sea.
  • the transporting vessel 14 can be re-floated to its normal floating position, for re-use.
  • FIG. 3 shows the floating subsea structure 10 and buoyancy element 16 next to the deployment vessel 26 following the removal of the transporting vessel 14.
  • the buoyancy element 16 may include one or more sections, chambers or tanks able to be 'hybrid' tanks to accept the presence of buoyancy fluid and water, generally in a pre-determined and/or variable volume and/or ratio.
  • buoyancy fluid having a density less than that of water and/or the use of water itself, allows the skilled man to very carefully control the buoyancy of the buoyancy element 16 to counter the weight of the subsea structure 10 and allow it to gently sink, preferably until the overall combination of the buoyancy element 16 and subsea structure 10 achieves neutral buoyancy at a position beneath the deployment vessel 26 as shown in Figure 4 .
  • the submerged weight of the subsea structure 10 is reduced (by the use of the buoyancy element 16 containing a combination of water and sufficient low density incompressible buoyancy fluid), so as to be a maximum of 75% of the safe working capacity of the deployment winch 30.
  • the mass of the subsea structure 10 has not been reduced and neither has its inertia.
  • the winch 30 may therefore still comprise or be fitted with specific features, known in the art, to help control the size of dynamic peak loads expected in the fastening line 22 induced by the motions of the deployment vessel 26.
  • FIGS 3 and 4 also show the use of an ROV (Remotely Operated Vehicle) 34 from the deployment vessel 26 to monitor and/or assist any and all movements of the subsea structure 10 and the buoyancy element 16.
  • ROV Remote Operated Vehicle
  • the subsea structure 10 is beneath the deployment vessel 26 as shown in Figure 4 , the subsea structure 10 is ready for deployment to the sea bed (such as to an installation site) as shown in Figures 5 and 6 .
  • Deployment of a subsea structure 10 from a deployment vessel 26 may be carried out by various methods known in the art, generally involving decreasing the buoyancy of one or more attachments to the subsea structure 10.
  • buoyancy fluid out of the buoyancy element 16 back to the reservoir 30, and replacement therewith by water provides negative buoyancy to the buoyancy element 16 such that the subsea structure 10 is able to fall to the seabed 36 in a controlled manner.
  • the launch or splashdown of the subsea structure 10 shown in Figure 2 occurs in a sheltered water site separate from the deployment site, and the subsea structure 10 and associated buoyancy element 16 are towed by the deployment vessel 26 to the deployment site prior to locating the subsea structure 10 beneath the deployment vessel 26 as shown by the path 28 in Figure 3 leading to Figure 4 .

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Ocean & Marine Engineering (AREA)
  • Transportation (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (25)

  1. Ein Verfahren zum Positionieren einer Unterseestruktur (10) unterhalb von einem schwimmenden Stationierungsschiff (26) zur Stationierung auf einem Meeresboden (36), das mindestens folgende Schritte beinhaltet:
    (a) Transportieren der Unterseestruktur (10) auf einem schwimmenden Transportschiff (14) in die Nähe des Stationierungsschiffs (26);
    (b) Absenken des Transportschiffs (14), um zuzulassen, dass die Unterseestruktur (10) schwimmt;
    (c) Umpositionieren von entweder dem Transportschiff (14) oder der Unterseestruktur (10), um zuzulassen, dass die Unterseestruktur von dem Transportschiff getrennt ist; und
    (d) Positionieren der Unterseestruktur (10) unterhalb von dem Stationierungsschiff (26) unter Verwendung von einem oder mehreren Auftriebselementen (16) mit veränderlichem Auftrieb.
  2. Verfahren gemäß Anspruch 1, wobei das schwimmende Transportschiff (14) in Schritt (b) zwischen einer Seefahrtsposition und einer halbtauchenden Position bewegbar ist.
  3. Verfahren gemäß Anspruch 1 oder Anspruch 2, wobei die Unterseestruktur (10) in Schritt (a) direkt auf oder neben einem Deck (12) des schwimmenden Transportschiffs (14) positioniert ist.
  4. Verfahren gemäß einem der vorangehenden Ansprüche, weiter beinhaltend den Schritt des Bereitstellens von mindestens einem Auftriebselement (16) mit veränderlichem Auftrieb, an oder mit der Unterseestruktur (10) verbunden, vor oder während Schritt (b).
  5. Verfahren gemäß Anspruch 4, wobei das mindestens eine Auftriebselement (16) an Land und/oder vor Schritt (a) an der Unterseestruktur (10) ist oder mit dieser verbunden ist.
  6. Verfahren gemäß Anspruch 4 oder Anspruch 5, wobei das mindestens eine Auftriebselement (16) an Land mit der Unterseestruktur (10) verbunden wird und während der Schritte (b) und (c) zur Verwendung in Schritt (d) mit der Unterseestruktur verknüpft bleibt.
  7. Verfahren gemäß einem der vorangehenden Ansprüche, wobei das eine oder die mehreren Auftriebselemente (16) mit veränderlichem Auftrieb in oder an einer Position über der Unterseestruktur an der Unterseestruktur (10) befestigt sind.
  8. Verfahren gemäß einem der vorangehenden Ansprüche, wobei das oder jedes Auftriebselement (16) eine oder mehrere Kammern beinhaltet, die in der Lage sind, mindestens einen Anteil eines Auftriebsfluids aufzunehmen.
  9. Verfahren gemäß Anspruch 8, wobei eine oder mehrere der Kammern aus einem biegsamen oder elastischen Material gebildet sind, um zu erlauben, dass sich das Volumen derselben verändert und sich an das darin enthaltene Volumen an Auftriebsfluid anpasst.
  10. Verfahren gemäß Anspruch 8 oder Anspruch 9, wobei das Auftriebsfluid ein vollkommen oder im Wesentlichen inkompressibles Fluid mit einer Dichte von weniger als der von Meerwasser beinhaltet.
  11. Verfahren gemäß Anspruch 10, wobei das Auftriebsfluid ein Kohlenwasserstoff mit niedrigem Molekulargewicht, wie etwa Methanol, ist.
  12. Verfahren gemäß einem der Ansprüche 8 bis 11, wobei das Auftriebsfluid Glasmikrokugeln umfasst.
  13. Verfahren gemäß einem der Ansprüche 8 bis 12, wobei das Auftriebsfluid eine Dichte von zwischen 500 und 600 kg/m3 aufweist.
  14. Verfahren gemäß einem der Ansprüche 8 bis 13, wobei das Auftriebsfluid ein niedrigviskoses Gel ist.
  15. Verfahren gemäß einem der Ansprüche 8 bis 14, weiter beinhaltend den Schritt des Veränderns des Volumens an Auftriebsfluid in dem oder jedem Auftriebselement (16), um den Gesamtauftrieb der Unterseestruktur (10) zu verändern.
  16. Verfahren gemäß einem der Ansprüche 8 bis 15, weiter beinhaltend das Bereitstellen eines externen Speichers an Auftriebsfluid und Überführen von Auftriebsfluid zwischen dem externen Speicher und dem oder jedem Auftriebselement (16).
  17. Verfahren gemäß einem der Ansprüche 8 bis 16, wobei die oder jede Kammer eine Blase oder eine Membran umfasst, um zuzulassen, dass die Kammer(n) gleichzeitig Auftriebsfluid und Wasser beinhaltet/beinhalten, bevorzugt, um zuzulassen, dass die Anteile des Auftriebsfluids und des Wassers in (einer) derartigen Kammer(n) verändert werden, ohne zuzulassen, dass die zwei Komponenten vermischt werden.
  18. Verfahren gemäß einem der vorangehenden Ansprüche, beinhaltend das Verändern des Auftriebs des oder jedes mit der Unterseestruktur (10) verknüpften Auftriebselements (16) durch Überführen von einem oder mehreren der Elemente: Luft, Wasser, bevorzugt Meerwasser und Auftriebsfluide; in das eine oder die mehreren Auftriebselemente, daraus hinaus, darin, dazwischen oder eine beliebige Kombination davon.
  19. Verfahren gemäß einem der vorangehenden Ansprüche, wobei vor Schritt (b) das bzw. die Auftriebselement(e) (16) vollständig von Luft entleert, welche durch entweder Auftriebsfluid, wie in einem der Ansprüche 10 bis 14 definiert und/oder Wasser ersetzt werden.
  20. Verfahren gemäß einem der vorangehenden Ansprüche, beinhaltend das weitere Transportieren der schwimmenden Unterseestruktur (10) auf oder nah bei Meereshöhe zwischen Schritten (c) und (d).
  21. Verfahren gemäß einem der vorangehenden Ansprüche, umfassend folgende Schritte:
    Bereitstellen von mindestens einem Auftriebselement (16) an oder mit der Unterseestruktur (10) verbunden, wobei das mindestens eine Auftriebselement eine oder mehrere Kammern beinhaltet, die ein Auftriebsfluid enthalten, das ein im Wesentlichen inkompressibles Fluid mit einer Dichte von weniger als der von Meerwasser beinhaltet;
    Bereitstellen eines Speichers für das Auftriebsfluid an einem von der Unterseestruktur entfernten Ort;
    Bereitstellen von Fluidaustausch zwischen dem Speicher und der einen bzw. den mehreren Kammern des mindestens einen Auftriebselements;
    Überführen des Auftriebsfluids zwischen dem Speicher und der einen bzw. den mehreren Kammern des mindestens einen Auftriebselements, um das Volumen an Auftriebsfluid in dem mindestens einen Auftriebselement zu verändern und damit den Gesamtauftrieb der Unterseestruktur zu verändern, um die Geschwindigkeit des Sinkens der Unterseestruktur auf unter dem Stationierungsschiff (26) zu steuern.
  22. Verfahren gemäß einem der vorangehenden Ansprüche, wobei die Unterseestruktur (10) anschließend an einem Installationsort auf dem Meeresboden (36) unter dem schwimmenden Stationierungsschiff (26) stationiert wird.
  23. Verfahren gemäß einem der vorangehenden Ansprüche, wobei die anschließende Stationierung einer Unterseestruktur (10) auf dem Meeresboden (36) das eine oder die mehreren in Schritt (d) verwendeten Auftriebselemente (16) bevorzugt durch oder mindestens teilweise einbeziehend das Ersetzen von Auftriebsfluid in dem Auftriebselement/den Auftriebselementen durch Wasser einbezieht.
  24. Verfahren zum Positionieren einer Unterseestruktur unter einem schwimmenden Stationierungsschiff gemäß einem der vorangehenden Ansprüche und des Stationierens der Unterseestruktur auf einem Meeresboden, das folgende Schritte beinhaltet:
    (a) Transportieren der Unterseestruktur auf einem schwimmenden Transportschiff in die Nähe eines Stationierungsschiffs;
    (b) Absenken des Transportschiffs, um zuzulassen, dass die Unterseestruktur schwimmt;
    (c) Umpositionieren von entweder dem Transportschiff oder der Unterseestruktur, um zuzulassen, dass die Unterseestruktur von dem Transportschiff getrennt ist;
    (d) Positionieren der Unterseestruktur unter dem Stationierungsschiff unter Verwendung von einem oder mehreren Auftriebselementen mit veränderlichem Auftrieb; und
    (e) Stationieren der Unterseestruktur von unter dem Stationierungsschiff auf dem Meeresboden.
  25. Verfahren gemäß Anspruch 24, wobei Schritt (e) das Ersetzen von Auftriebsfluid in einem oder mehreren der Auftriebselemente durch Wasser beinhaltet.
EP09785569.6A 2008-09-22 2009-09-03 Verfahren zum installieren einer unterwasserstruktur Not-in-force EP2326552B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB0817361.9A GB2463697B (en) 2008-09-22 2008-09-22 Method of locating a subsea structure for deployment
PCT/GB2009/051110 WO2010032027A2 (en) 2008-09-22 2009-09-03 Method of locating a subsea structure for deployment

Publications (2)

Publication Number Publication Date
EP2326552A2 EP2326552A2 (de) 2011-06-01
EP2326552B1 true EP2326552B1 (de) 2013-11-13

Family

ID=39952016

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09785569.6A Not-in-force EP2326552B1 (de) 2008-09-22 2009-09-03 Verfahren zum installieren einer unterwasserstruktur

Country Status (7)

Country Link
US (1) US20110206465A1 (de)
EP (1) EP2326552B1 (de)
AU (1) AU2009294382B2 (de)
BR (1) BRPI0919217A2 (de)
GB (1) GB2463697B (de)
MY (1) MY152396A (de)
WO (1) WO2010032027A2 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105059484A (zh) * 2015-08-11 2015-11-18 山东省海洋仪器仪表科技中心 一种大型海洋结构物的上下船作业方式

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2464714B (en) 2008-10-24 2010-09-08 Subsea Deployment Systems Ltd Method and apparatus for subsea installations
WO2011084164A1 (en) * 2010-01-05 2011-07-14 Horton Wison Deepwater, Inc. Systems and methods for subsea gas storage installation and removal
DE102010033788A1 (de) * 2010-08-09 2012-02-09 Voith Patent Gmbh Verfahren und Vorrichtung zur Installation eines Gezeltenkraftwerks
GB201015218D0 (en) * 2010-09-13 2010-10-27 Aubin Ltd Method
US9156609B2 (en) * 2013-04-06 2015-10-13 Safe Marine Transfer, LLC Large subsea package deployment methods and devices
GB2532028B (en) * 2014-11-05 2017-07-26 Subsea 7 Norway As Transportation and installation of heavy subsea structures
MX2019012199A (es) 2017-04-14 2020-01-21 Safe Marine Transfer Llc Metodo y aparato para instalar, ajustar y recuperar elementos de flotabilidad de instalaciones submarinas.
US10781670B1 (en) * 2019-10-10 2020-09-22 Trendsetter Engineering, Inc. Process for non-vertical installation and removal of a subsea structure
CN111645810B (zh) * 2020-06-16 2021-05-28 中国船舶科学研究中心 一种带有浮力调节搭载平台的多功能工作船及其作业方法
CN115230895B (zh) * 2022-09-22 2022-12-30 青岛黄海学院 一种具有防倾覆装置的海洋平台及其工作方法

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA871441A (en) * 1971-05-25 F. Manning William Underwater self-adjusting tripod support structure
FR2391900A1 (fr) * 1977-05-26 1978-12-22 Inst Francais Du Petrole Methode pour immerger un dispositif de flottabilite negative
US4797035A (en) * 1987-06-05 1989-01-10 Conoco Inc. Method of installing a template on the seafloor
NO172483C (no) * 1990-08-14 1993-07-28 Norwegian Contractors Fremgangsmaate og anordning for styrt nedsenkning og plassering av et stort, tungt senkeelement ned paa havbunnen
US5190107A (en) * 1991-04-23 1993-03-02 Shell Oil Company Heave compensated support system for positioning subsea work packages
AU2002259043A1 (en) * 2001-04-27 2002-11-11 Fiberspar Corporation Improved composite tubing
WO2002094650A1 (en) * 2001-05-22 2002-11-28 Fmc Technologies, Inc. Hybrid buoyant riser/tension mooring system
EP1401704A2 (de) * 2001-06-01 2004-03-31 The Johns Hopkins University Teleskopartige spierenplattform und verwendungsverfahren dafür
NO316168B1 (no) * 2002-03-06 2003-12-22 Aker Marine Contractors As Fremgangsmåte for transport og installasjon av objekter til havs
FR2852917B1 (fr) * 2003-03-26 2005-06-24 Saipem Sa Receptacle a compartiments etanches et procede de mise en place pour recuperer des effluents polluants d'une epave
BR0306058B1 (pt) * 2003-12-18 2012-06-12 mÉtodo pendular para instalaÇço de equipamentos no fundo do mar em operaÇÕes offshore.
US7963721B2 (en) * 2004-09-21 2011-06-21 Kellogg Brown & Root Llc Distributed buoyancy subsea pipeline apparatus and method
NL1029995C1 (nl) * 2005-09-21 2007-03-22 Dockwise Shipping B V Beweegbare drijfkast.
GB0615884D0 (en) * 2006-08-10 2006-09-20 Subsea 7 Ltd Method and frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105059484A (zh) * 2015-08-11 2015-11-18 山东省海洋仪器仪表科技中心 一种大型海洋结构物的上下船作业方式

Also Published As

Publication number Publication date
AU2009294382A1 (en) 2010-03-25
WO2010032027A3 (en) 2011-03-24
WO2010032027A2 (en) 2010-03-25
MY152396A (en) 2014-09-15
GB2463697B (en) 2012-06-27
GB0817361D0 (en) 2008-10-29
AU2009294382B2 (en) 2014-06-26
GB2463697A (en) 2010-03-24
EP2326552A2 (de) 2011-06-01
US20110206465A1 (en) 2011-08-25
BRPI0919217A2 (pt) 2015-12-08

Similar Documents

Publication Publication Date Title
EP2326552B1 (de) Verfahren zum installieren einer unterwasserstruktur
AU2009306155B2 (en) Method and apparatus for subsea installations
EP1984237B1 (de) Tiefwasserinstallationsschiff
KR101532234B1 (ko) 극한의 기후 조건에 노출되는 지역에서의 작업을 위한 부유식 플랫폼
AU2009283041B2 (en) Subsea structure installation or removal
US10890051B2 (en) Handling heavy subsea structures
CN102753759B (zh) 用于提升水下结构的方法和用于安装水下结构的方法
EP2903916B1 (de) Tank
US11286026B2 (en) Subsea installation method and assembly
GB2466377A (en) Method of manipulating the buoyancy of a device
WO2009063159A1 (en) Method and apparatus for lowering a subsea structure between the surface and the seabed
KR101707412B1 (ko) 해저 브리지 시스템
Sablok et al. Disconnectable arctic spar
WO2018152106A1 (en) Submersible autonomous barge

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20110218

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

AX Request for extension of the european patent

Extension state: AL BA RS

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SMITH, RICHARD

Inventor name: PRESLEY, BARRY

Inventor name: HOWARD, BRETT

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20130514

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 640452

Country of ref document: AT

Kind code of ref document: T

Effective date: 20131215

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602009020110

Country of ref document: DE

Effective date: 20140109

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20131113

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20131113

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 640452

Country of ref document: AT

Kind code of ref document: T

Effective date: 20131113

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140313

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140313

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602009020110

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

26N No opposition filed

Effective date: 20140814

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602009020110

Country of ref document: DE

Effective date: 20140814

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602009020110

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: LU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140903

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602009020110

Country of ref document: DE

Effective date: 20150401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140930

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150401

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140930

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140903

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140214

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20090903

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20160916

Year of fee payment: 8

Ref country code: NO

Payment date: 20160826

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20160927

Year of fee payment: 8

REG Reference to a national code

Ref country code: NO

Ref legal event code: MMEP

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20170903

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20131113

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20180531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NO

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170930

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170903

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20171002