EP3927611A1 - Plate-forme de forage et/ou plate-forme pétrolière destinée à la recherche, à l'extraction, au traitement et/ou au transport subséquent du pétrole ou du gaz naturel - Google Patents

Plate-forme de forage et/ou plate-forme pétrolière destinée à la recherche, à l'extraction, au traitement et/ou au transport subséquent du pétrole ou du gaz naturel

Info

Publication number
EP3927611A1
EP3927611A1 EP20706669.7A EP20706669A EP3927611A1 EP 3927611 A1 EP3927611 A1 EP 3927611A1 EP 20706669 A EP20706669 A EP 20706669A EP 3927611 A1 EP3927611 A1 EP 3927611A1
Authority
EP
European Patent Office
Prior art keywords
chamber
tubular tower
foundation
drilling
platform
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
EP20706669.7A
Other languages
German (de)
English (en)
Other versions
EP3927611B1 (fr
Inventor
Jochen Grossmann
Frank Dahlhaus
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.)
Gicon Grossmann Ingenieur Consult GmbH
Original Assignee
Gicon Grossmann Ingenieur Consult GmbH
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 Gicon Grossmann Ingenieur Consult GmbH filed Critical Gicon Grossmann Ingenieur Consult GmbH
Publication of EP3927611A1 publication Critical patent/EP3927611A1/fr
Application granted granted Critical
Publication of EP3927611B1 publication Critical patent/EP3927611B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B35/4413—Floating drilling platforms, e.g. carrying water-oil separating devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B1/121—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising two hulls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B1/125—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising more than two hulls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B77/00—Transporting or installing offshore structures on site using buoyancy forces, e.g. using semi-submersible barges, ballasting the structure or transporting of oil-and-gas 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
    • 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
    • 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
    • E02B17/025—Reinforced concrete structures
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/01—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells specially adapted for obtaining from underwater installations
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/12—Underwater drilling
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/14—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected resiliently or having means for actively varying hull shape or configuration
    • B63B2001/145—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected resiliently or having means for actively varying hull shape or configuration having means for actively varying hull shape or configuration
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24—Anchors
    • B63B21/26—Anchors securing to bed
    • B63B2021/265—Anchors securing to bed by gravity embedment, e.g. by dropping a pile-type anchor from a certain height
    • 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
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/448—Floating hydrocarbon production vessels, e.g. Floating Production Storage and Offloading vessels [FPSO]
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B2207/00—Buoyancy or ballast means
    • 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
    • E02B2017/0052—Removal or dismantling of offshore structures from their offshore location
    • 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
    • E02B2017/0069—Gravity structures
    • 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
    • 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
    • E02B2017/0086—Large footings connecting several legs or serving as a reservoir for the storage of oil or gas

Definitions

  • the invention relates to drilling rigs and / or production rigs for searching, extracting, processing and / or transporting crude oil or natural gas.
  • a semi-submersible, multi-column, floating oil and gas drilling and production platform with deep draft is known off the coast, which has a floating hull with an adjustable floating base and a plurality of vertical columns.
  • the pillars include structures that are capable of generating firm and flexible buoyancy for the platform that can be controlled via compressed air, the same applies to the base and the fuselage connected to it.
  • the document WO 2015 039667 relates to a buoyant offshore drilling device, which is based on the part that operates in the area of the water surface.
  • the necessary facilities such as drilling mud storage tanks, water bodies, deck structure, mud storage tanks, rinsing tanks are deepened and appreciated.
  • the necessary technical facilities for operating special configurations of a drilling platform are presented, as well as the use of specific sensors and pipelines that are helpful for drilling.
  • the document GB 1 567 628 discloses a method for the production of oil production platforms which stand on pillars in protected coastal proximity which are firmly connected to the gravity base structure. This procedure relates to the use of jack-up legs and creating a permanent concrete structure under the platform. This concrete structure enables the platform to be firmly connected to the sea floor.
  • the invention specified in claim 1 is based on the object of simply both stationary and removing a drilling rig and / or production island.
  • the drilling rigs and / or production rigs for searching for, conveying, processing and / or further transporting crude oil or natural gas are distinguished in particular by the fact that they can be simply placed in a fixed location and also removed again.
  • the drilling rig and / or production island comprises a floating heavyweight foundation, a tubular tower and a floating platform or drilling ship.
  • the heavyweight foundation is designed to assume at least two working states; swimming and Grounding.
  • grounds are understood to mean lowering to the bottom of the water body of the gravity foundation, which enables both a temporary foundation for, for example, test drilling, and a permanent residence.
  • the buoyant heavyweight foundation has a solid slab made of concrete, reinforced concrete, a composite with concrete or a combination thereof. Furthermore, there is at least one fillable chamber which is empty for swimming and which is filled for searching, conveying, processing and / or further transporting crude oil or natural gas.
  • the tubular tower is open on both sides and is connected to the gravity foundation in such a way that the tubular tower cuts through the gravity foundation and protrudes at least towards the surface of the water. Furthermore, the buoyant platform or the drilling ship is connected to the tubular tower in each case for carrying devices for searching, conveying, processing and / or for further transporting crude oil or natural gas.
  • the heavyweight foundation with the tubular tower is transported to the place of work advantageously floating.
  • the pipe tower protrudes above the surface of the water.
  • the heavyweight foundation is lowered to the sea floor by flooding the chamber and secures the hold of the drilling rig and / or the production island.
  • the pipe tower cuts through the water surface.
  • the platform can be transported floating with the heavyweight foundation having the tubular tower and the platform or separately from one another.
  • the drilling rig and / or production rig can thus be lowered or raised as required. Instead of the platform, it can of course also be a drilling ship.
  • the tubular tower cuts through the water surface, the water and the gravity foundation. Drilling and transport are simplified. For example, water can largely not get into the respective processing point on or in the ground.
  • Struts for stiffening the tubular tower with respect to the heavyweight foundation can be arranged between the heavyweight foundation and the tubular tower.
  • a compact and complete drilling and / or production island is thus installed on site.
  • the chamber has partitions.
  • the heavyweight foundation can be safely lowered in a targeted manner.
  • the gravity foundation has a central chamber and chambers arranged symmetrically around the central chamber on the solid plate.
  • the pipe tower cuts through the central chamber.
  • this chamber can have a wall surrounding the tubular tower.
  • the chambers surrounding the central chamber can be arranged at a distance from one another, so that struts can be placed between the solid plate and the tubular tower.
  • the chamber has at least one inlet and at least one outlet for filling the chamber. Furthermore, the inlet is arranged at the bottom of the chamber and the outlet is arranged either on the ceiling or in the ceiling of the chamber.
  • the inlet is arranged at the bottom of the chamber and the outlet is arranged either on the ceiling or in the ceiling of the chamber.
  • essentially the entire space of the chamber can be provided with a filler body.
  • water is introduced into the chamber, which can be replaced by sand after lowering. This is pressed into the chamber and water escapes at the same time.
  • the arrangement of inlet and outlet prevent an otherwise occurring cone of material.
  • the heavyweight foundation optionally has at least one earth spike. This penetrates the ground and reduces the risk of the heavyweight foundation sliding on the ground.
  • the gravity foundation optionally has at least one telescopic support that compensates for unevenness in the ground. This makes the heavyweight foundation a self-leveling foundation.
  • the telescopic support has at least one guided part in a leading part. Furthermore, the guided part and the leading part either have a detent with detent openings and detent hooks engaging in the detent openings or a self-locking with clamping means.
  • Clamping means can be guided wedges, cones or balls.
  • the tubular tower cuts through the gravity foundation, the water and the surface of the water and is designed for drilling tools or means of transport to pass through.
  • the tubular tower ensures a largely dry and air-filled cavity. This also serves to protect the respective tool or means of transport.
  • one end region of the tubular tower has anchor elements for connection to the solid plate.
  • the anchor elements each have at least one horizontally oriented or essentially horizontally oriented first element connected to the tubular tower and at least one vertically or essentially vertically oriented second element.
  • the elements are also located in the solid slab. So that is
  • Heavyweight foundation a secure holder of the tubular tower.
  • the solid plate with the tubular tower and the anchor plates and the chamber are monolithic in one embodiment.
  • the floating heavyweight foundation with the tubular tower is in one embodiment on site a heavyweight foundation that can be lowered by flooding the chamber.
  • the buoyant platform has at least one floating body.
  • 1 shows an oil rig for searching, promoting, processing and / or further transporting oil or natural gas
  • Fig. 2 a self-sufficient buoyant heavyweight foundation
  • An oil rig for the search, extraction, processing and / or further transport of crude oil or natural gas consists essentially of a floating heavyweight foundation 1, a tubular tower 2 and a platform 3.
  • Fig. 1 shows an oil rig for searching, conveying, processing and / or further transporting crude oil or natural gas in a basic representation.
  • the buoyant heavyweight foundation 1 has a solid slab 4 and at least one fillable chamber 5 as a central chamber which is empty for swimming and which is filled for searching, conveying, processing and / or transporting crude oil or natural gas.
  • a plurality of chambers 5 can advantageously be present, so that there are spaces for connecting struts 6 to the solid plate 4.
  • the solid slab 4 and the chambers 5 can be monolithic and consist of concrete, reinforced concrete, a composite with concrete or a combination thereof.
  • the chambers 5 can have partition walls and / or supports, which can also consist of concrete, reinforced concrete, a composite with concrete or a combination thereof.
  • the solid plate 2 has a rectangular base area.
  • the chamber 5 or chambers 5 has or have at least one inlet and at least one outlet for filling the respective chamber 5.
  • the inlet can be arranged on the floor of the chamber and the outlet either on the ceiling or in the ceiling of the chamber.
  • Fig. 2 shows a self-sufficient buoyant heavyweight foundation 1 in a basic representation.
  • the tubular tower 2 is open on both sides and cuts through the gravity foundation 1. Furthermore, one end area of the tubular tower 2 is connected to the solid plate 4 for this purpose.
  • the tubular tower 2 can consist of steel, concrete, reinforced concrete, a composite with concrete or a combination thereof.
  • the struts 6 are arranged between the solid plate 4 and the tubular tower 2.
  • the buoyant platform 3 for carrying devices for searching, conveying, processing and / or further transporting crude oil or natural gas is connected to the tubular tower 1.
  • the buoyant platform 3 has at least one floating body 7, which is also connected to the tubular tower 2 via a support 13.
  • a derrick 8, for example, can be arranged on the platform 3.
  • the tubular tower 2 cuts through the gravity foundation 1, the water 9 and the water surface 10 on site and is designed for a drilling tool 12 to pass through.
  • the heavyweight foundation 1 rests on the floor 11.
  • the tubular tower 2, open on both sides, which cuts through the water surface 10 and the heavyweight foundation 1 on the ground 11, is largely dry inside and filled with air.
  • FIG 3 shows an anchor element 14 in a basic illustration.
  • the end region of the tubular tower 2 pointing in the direction of the bottom 11 is arranged in a receptacle in the solid plate 4 and connected to it by means of anchor elements 14.
  • the anchor elements 14 each have at least one horizontally oriented or essentially horizontally oriented first element 15 connected to the tubular tower 2 and vertically or essentially vertically oriented second elements 16.
  • the elements 15, 16 are located in the solid plate 4, which for this purpose has a May have increase.
  • the elements 15, 16 can be plates or elements.
  • the floating heavyweight foundation 1 with the tubular tower 2 on site is therefore a heavyweight foundation 1 that can be lowered by flooding the chamber 5 or chambers 5, or the floating heavyweight foundation 1 with the tubular tower 2 and the platform 3 on site is one by flooding the chamber 5 or chambers 5
  • Lowerable heavyweight foundation 1 and the platform 3 a floating platform 3.
  • the platform 2 can also be a sliding platform 3 on the tubular tower 2, which remains floating when the heavyweight foundation 1 is lowered.
  • the platform 3 can then be attached to the tubular tower 2.
  • the floating gravity foundation 1 thus has partially flooded chambers 5, the sinking gravity foundation 1 further partially flooded chambers 5 and the lowered gravity foundation 1 flooded chambers 5.
  • the gravity foundation 1 is located on the bottom 11 of the sea.
  • the heavyweight foundation 1 can have at least one earth spike.
  • the heavyweight foundation 1 can have at least one telescopic support that compensates for unevenness in the floor 11. This has in particular at least one guided part in a leading part.
  • the guided part and the leading part either have a detent with detent openings and detent hooks engaging in the detent openings or a self-locking with clamping means.
  • the locking openings can be arranged in rows spaced from one another. Such arrangements are known.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Ocean & Marine Engineering (AREA)
  • Civil Engineering (AREA)
  • Geology (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Architecture (AREA)
  • Transportation (AREA)
  • Earth Drilling (AREA)
  • Foundations (AREA)

Abstract

L'invention concerne des plates-formes de forage et/ou des plates-formes pétrolières destinées à la recherche, à l'extraction, au traitement et/ou au transport subséquent du pétrole ou de gaz naturel. Lesdites plate-formes se caractérisent, en particulier par une possibilité de placement fixe et une possibilité d'enlèvement simples. À cet effet, la plate-forme de forage et/ou la plate-forme pétrolière comprend une embase gravitaire flottante, une tour tubulaire et une plate-forme flottante ou un navire de forage. L'embase gravitaire flottante comprend une plaque solide de béton, de béton armé, d'un composite avec du béton ou d'une combinaison de ceux-ci. En outre, au moins une chambre remplissable est située, laquelle est vide pour flotter et laquelle est remplie pour rechercher, extraire, traiter et/ou transporter subséquemment le pétrole ou le gaz naturel. La tour tubulaire est ouverte des deux côtés et raccordée à l'embase gravitaire de telle sorte que la tour tubulaire coupe l'embase gravitaire et en fait saillie au moins vers la surface de l'eau. En outre, la plate-forme flottante ou le navire de forage est raccordé, pour transporter respectivement des équipements de recherche, d'extraction, de traitement et/ou de transport subséquent du pétrole ou du gaz naturel, à la tour tubulaire.
EP20706669.7A 2019-02-19 2020-02-18 Plate-forme de forage et/ou plate-forme pétrolière destinée à la recherche, à l'extraction, au traitement et/ou au transport subséquent du pétrole ou du gaz naturel Active EP3927611B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102019104178.3A DE102019104178A1 (de) 2019-02-19 2019-02-19 Bohrinsel und/oder Förderinsel zur Suche, zur Förderung, zur Aufbereitung und/oder zum Weitertransport von Erdöl oder Erdgas
PCT/EP2020/054205 WO2020169581A1 (fr) 2019-02-19 2020-02-18 Plate-forme de forage et/ou plate-forme pétrolière destinée à la recherche, à l'extraction, au traitement et/ou au transport subséquent du pétrole ou du gaz naturel

Publications (2)

Publication Number Publication Date
EP3927611A1 true EP3927611A1 (fr) 2021-12-29
EP3927611B1 EP3927611B1 (fr) 2024-03-20

Family

ID=69650582

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20706669.7A Active EP3927611B1 (fr) 2019-02-19 2020-02-18 Plate-forme de forage et/ou plate-forme pétrolière destinée à la recherche, à l'extraction, au traitement et/ou au transport subséquent du pétrole ou du gaz naturel

Country Status (3)

Country Link
EP (1) EP3927611B1 (fr)
DE (1) DE102019104178A1 (fr)
WO (1) WO2020169581A1 (fr)

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2543293C3 (de) * 1975-09-27 1978-03-16 Thyssen Industrie Ag, 4300 Essen Unterwasser-Bohreinrichtung
DE2627658C3 (de) * 1976-06-19 1981-06-25 Strabag Bau-AG, 5000 Köln Vorgefertigter Gründungskörper für Gründungen unter Wasser
GB1567628A (en) * 1976-12-07 1980-05-21 Foster Wheeler Power Prod Offshoe oil production platforms
CA1081483A (fr) * 1978-06-21 1980-07-15 Dome Petroleum Limited Plate-forme pour le forage off-shore
DK0942102T3 (da) * 1998-03-11 2005-01-10 Technip France Selvlöftende platform med nedsænket reservoir og fremgangsmåde til anbringelse og ophejsning af reservoiret
EP1233333A1 (fr) 2001-02-19 2002-08-21 Hewlett-Packard Company Procédé pour exécuter un service téléchargeable avec réception de droits d'accès restrictifs pour au moins un fichier de profiles
US6935810B2 (en) * 2003-06-11 2005-08-30 Deepwater Technologies, Inc. Semi-submersible multicolumn floating offshore platform
GB0600942D0 (en) * 2006-01-18 2006-02-22 Marine Current Turbines Ltd Improvements in gravity foundations for tidal stream turbines
WO2012123405A2 (fr) * 2011-03-11 2012-09-20 Rheinmetall Air Defence Ag Dispositif de mesure pour une plate-forme d'observation et de défense maritime et plate-forme
WO2015039667A2 (fr) * 2013-09-23 2015-03-26 Semco Maritime A/S Appareil de forage au large flottant destiné à forer dans une formation contenant des hydrocarbures et comprenant un réservoir de ballastage converti, et procédé d'utilisation de ce dernier
DE102017104640B4 (de) * 2017-03-06 2019-09-05 Gicon Windpower Ip Gmbh Autark schwimmfähige Schwergewichtsgründung zur Verbindung mit einer schwimmfähigen Offshore-Anlage

Also Published As

Publication number Publication date
EP3927611B1 (fr) 2024-03-20
WO2020169581A1 (fr) 2020-08-27
DE102019104178A1 (de) 2020-08-20

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