WO2020040644A1 - Ensemble de protection de puits - Google Patents

Ensemble de protection de puits Download PDF

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Publication number
WO2020040644A1
WO2020040644A1 PCT/NO2019/050169 NO2019050169W WO2020040644A1 WO 2020040644 A1 WO2020040644 A1 WO 2020040644A1 NO 2019050169 W NO2019050169 W NO 2019050169W WO 2020040644 A1 WO2020040644 A1 WO 2020040644A1
Authority
WO
WIPO (PCT)
Prior art keywords
protection assembly
subsea well
legs
well protection
subsea
Prior art date
Application number
PCT/NO2019/050169
Other languages
English (en)
Inventor
Jon Inge BRATTEKÅS
Christian Suhrke BRATTEKÅS
Mathias V. BERG
Original Assignee
Csub As
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from NO20181096A external-priority patent/NO344543B1/en
Application filed by Csub As filed Critical Csub As
Priority to NO20210350A priority Critical patent/NO20210350A1/en
Priority to EP19852260.9A priority patent/EP3841278B1/fr
Publication of WO2020040644A1 publication Critical patent/WO2020040644A1/fr

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Classifications

    • 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
    • E21B33/00—Sealing or packing boreholes or wells
    • E21B33/02—Surface sealing or packing
    • E21B33/03—Well heads; Setting-up thereof
    • E21B33/035—Well heads; Setting-up thereof specially adapted for underwater installations
    • E21B33/037—Protective housings therefor
    • 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
    • E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
    • E21B41/08—Underwater guide bases, e.g. drilling templates; Levelling thereof
    • 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
    • E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
    • E21B41/10—Guide posts, e.g. releasable; Attaching guide lines to underwater guide bases

Definitions

  • the present invention relates to the field of subsea protection structures of the type used in the oil and gas industry in connection with subsea hydrocarbon wells and associated subsea equipment.
  • Subsea wells are typically protected with well protection structures.
  • SWPS single well protection structure
  • GRP glass-reinforced polymers
  • This protection structure comprises a dome-like cap structure that covers the wellhead, wherein the entire cap structure can be pivoted away about a hinge section at one bottom edge.
  • patent application publication N020080901 discloses a protective structure for subsea installations, such as wellheads.
  • the protective structure can be made as one unit. Alternatively, it may comprise a lower frame and a hatch that connects to the lower frame with a hinge arrangement. Moreover, the structure may be produced in fiber reinforced plastic (FRP).
  • FRP fiber reinforced plastic
  • suction anchors that are distributed about the position of the well.
  • Other methods may include piling into the seabed.
  • An object of the present invention may be to provide a well protection assembly that is cost-effective and reliable.
  • Another object of the present invention may be to provide a well protection assembly that is easy and cost-effective to install and to use.
  • Yet another object of the present invention may be to provide a well protection assembly that is durable, and which needs less maintenance.
  • a further object of the present invention may be to provide a well protection assembly that provides easy access to the wellhead.
  • a subsea well protection assembly having a base structure configured to rest on the seabed, and a top structure extending upwards from the base structure.
  • the top structure is configured to cover a wellhead space.
  • the wellhead space is configured to accommodate a wellhead of a subsea well.
  • the base structure and/or the top structure is made of a fiber-reinforced composite material.
  • the top structure can comprise a top ring section with a rectangular shape defining four corners, wherein the top ring section comprises upwardly protruding wire deflection arrangements between the corners.
  • Such wire deflection arrangements can typically be configured for deflecting trawl wires, as will be discussed in more detail further below.
  • the wire deflection arrangements can be upwardly protruding, curved ridges. In other embodiments, the wire deflection arrangements can have a more pointed shape, for instance two inclined surfaces that meet at an upper vertex or upper edge.
  • the said corners can have a rounded shape and the curved shape of the wire deflection arrangements can then be flush with the rounded shape of the corners. In this way, when a wire is deflected off a wire deflection arrangement, the wire will be further deflected away from the well protection assembly, when entering the rounded shape of a corner.
  • the top structure can advantageously comprise a top ring section with a rectangular shape defining four corners, wherein the top structure comprises a releasable top frame that is configured to land on the top ring section.
  • the releasable top frame can comprise a top frame aperture and a hatch configured to open and close the top frame aperture.
  • the releasable top frame can have wire deflection arrangements positioned between the corners when in position installed on the top structure.
  • the top structure can comprise a top ring section and four legs extending downwards from the top ring section, side openings confined between the top ring section, and the legs.
  • the side openings can then comprise side opening edges, and the side opening edges can comprise a curved profile.
  • the side opening edges can be made of a plate shaped material, and the curved profile can end in a profile end.
  • the profile end can point away from the outwardly facing direction of the side opening.
  • the profile end of the plate-shaped material can point inwards, into the protection assembly.
  • the base structure ring can comprise two downwardly extending walls forming a downwardly open channel, with the two downwardly extending channel walls configured to extend into the seabed.
  • Such design provides a good landing structure for landing directly onto / into the seabed.
  • top structure and the base structure can in some embodiments
  • the base structure or a base structure ring can have a rectangular shape and comprise a landing guide element, wherein the landing guide element is configured to engage with the top structure during landing of the top structure on the base structure.
  • the top structure and the base structure can together be one single unit.
  • the base structure can comprise free lower ends of legs that extend down from the top ring section of the top structure.
  • the base structure can have free ends of legs instead of a base structure formed as a base structure ring.
  • free lower end is meant that the lower end of the leg is not attached to other legs with a connection located at this lower end.
  • the legs extend freely downwards from the top portion and are self-supported.
  • the base structure ring can have a plurality of landing guide elements that comprise an outer guiding face with an inclination in relation to the vertical.
  • the top structure can then have inner guide walls configured to engage with the outer guiding faces upon landing of the top structure on the base structure.
  • the top structure can in some embodiments comprise a top ring section and four legs extending downwards from the top ring section, lower beams extending between lower portions of adjacent legs, and side openings that are confined between the top ring section, legs and the lower beams.
  • At least one of the side openings can be downwardly open. That means that there is no beam between the legs that define that or those particular openings, or that such beams are interrupted (i.e. not continuous between the adjacent legs).
  • the top ring section can have ring interruption that makes the top ring section discontinuous.
  • One or more of the side openings can have a downwardly extending skirt at their upper part of their perimeter.
  • the subsea well protection assembly can advantageously have a plurality of legs that extend down from a top ring section, wherein the legs comprise a mid portion that is thinner than the leg portion at the lower and upper ends of the leg.
  • a subsea protection structure of a fiber-reinforced composite material comprising a top portion and at least four legs extending down from the top portion, and side openings between adjacent legs.
  • the legs and the top portion are moulded as one single piece, and the legs comprise an inwardly open channel.
  • the legs have a channel shape, where the channel substantially has two side walls that extend from a bottom wall.
  • the channel-shape may have a cross section formed like a capitol U letter, having a smooth, curved bottom.
  • the cross section of the channel may be more like the cross section of the letter V, or a cup, having somewhat sharper edges in the interface between the side walls and the bottom wall.
  • the channel has a vertical extension of at least half the vertical extension of the entire subsea protection structure.
  • two legs or more comprise a free, lower end.
  • the side openings can comprise a downwardly extending skirt at their upper part of their perimeter. This will prevent entanglement with trawl doors or other type of fishing equipment that are pulled along the seabed.
  • the base structure ring may involve a circular shape or a polygonal shape, typically as a rectangle or square.
  • the base structure ring is a ring that is adapted to encircle the position of the wellhead.
  • the base structure ring can comprise a landing guide element at each corner of its rectangular shape.
  • the downwardly extending wall can comprise corrugation. This will increase the structural stability of the downwardly extending wall, which is advantageous when inserting the wall into the seabed.
  • the top structure can in some embodiments further comprise a bridging beam configured to be releasably attached to the ring interruption so that the ring interruption is bridged.
  • a releasable bridging beam can contribute in retaining stability and integrity of the protection assembly when installed, and can permit elongated pieces of equipment, such as a tie-in jumper, to be lowered partially into the space protected by the protection assembly.
  • the top structure can in some embodiments comprise a top ring section with a top aperture, one or more hatches configured to close the top aperture and to open the top aperture when moved upwards, wherein the one or more hatches comprise a buoyancy element. Providing the hatches with a buoyancy element can make it possible to operate them with an ROV even if the hatches are of a considerable size.
  • Fig. 1 is a perspective view of a well protection assembly according to the
  • Fig. 2 is a perspective view of another embodiment of a well protection assembly according to the invention.
  • Fig. 3 is a top view of the well protection assembly shown in Fig. 1 ;
  • Fig. 4 is a perspective view of a base structure shown in Fig. 1 ;
  • Fig. 5 is an enlarged cross section side view of a corner portion of the base
  • Fig. 6 is an enlarged cross section view of a locking arrangement configured to releasably attach the protective top structure to the base structure;
  • Fig. 7 is a perspective view of the protective top structure shown in Fig. 1 in a
  • Fig. 8 is a perspective view of a subsea protection structure according to the
  • Fig. 9 is an enlarged cross section side view of the lower end of one of the legs shown in Fig. 8;
  • Fig. 10 is a perspective view of an alternative design of the well protection assembly
  • Fig. 1 1 is a side view of the well protection assembly depicted in Fig. 10;
  • Fig. 12 is a perspective view of the assembly in Fig. 10, shown with the hatches
  • Fig. 13 is a top view of an assembly, shown without the hatches;
  • Fig. 14 is a side view seen along a diagonal line extending between two opposite corners of the base structure
  • Fig. 15 is a side view of the assembly shown in Fig. 1 1 , shown with a trawl door that is about to be pulled over the assembly;
  • Fig. 16 is another side view depicting the situation shown in Fig. 15;
  • Fig. 17 is a perspective view of an embodiment similar to the embodiment shown in Fig. 10 to Fig. 16;
  • Fig. 18 is a side view of an upper part of a top structure
  • Fig. 19a to Fig. 19c are cross section views of different curvatures of the edge of a side opening
  • Fig. 20 is a cross section view of a portion of the upper part of the top structure.
  • Fig. 21 is an enlarged section of Fig. 17, showing a side opening edge in better detail.
  • Fig. 1 depicts a single well protection assembly 1 according to the present invention.
  • the assembly 1 comprises two main parts, namely a top structure 100 and a base structure 200.
  • the base structure 200 rests on the seabed and supports the top structure 100 when in the installed mode as shown in Fig. 1.
  • the top structure 100 has a horizontal upper face, which comprises two pivoting hatches 101.
  • the hatches 101 are shown in an open position, exposing an open top aperture 103.
  • substantially the entire upper horizontal face of the top structure 100 is open.
  • the assembly 1 comprises a wellhead space 4, which is configured to accommodate a wellhead of a subsea well.
  • the top structure 100 comprises four legs 105 that extend downwards from the upper face with an inclined orientation.
  • each of the four legs 105 there is provided a lifting interface 107, for use during lifting.
  • top ring section 109 Encircling the top aperture 103 and located at the upper portion of the four legs 105, there is a top ring section 109.
  • the hatches 101 are connected to the top ring section 109 with hinges.
  • the top ring section 109 has a substantially rectangular or square shape, however with rounded outer corners 109b. The corners 109b are located where the top ring section 109 interfaces with legs 105 that extend down from the top ring section.
  • the top structure 100 comprises four side openings 1 11.
  • the side openings 1 11 are arranged between two adjacent legs 105. Upwardly, the side openings are confined by the top ring section 109. Downwardly, the side openings are confined by a lower beam 1 13.
  • the lower beams 1 13 extend between the lower portion of the adjacent legs 105.
  • three of the four side openings 1 1 1 are partly confined downwardly with such a lower beam 113, one of the four side openings 11 1 is not. Rather, as appears from Fig. 1 and Fig. 7, one of the side openings 1 1 1 are open in the downward direction.
  • FIG. 2 depicts a perspective view of a single well protection assembly resembling the embodiment shown in Fig. 1.
  • the top ring section 109 is not continuous about the top aperture 103. Instead, there is a ring interruption 115.
  • the ring interruption facilitates connection of a pipeline to the wellhead equipment (such as a subsea tree).
  • the base structure 200 and the top structure 100 is one single unit.
  • FIG. 3 depicts the single well protection assembly 1 shown in Fig. 1 with a top view.
  • the top aperture 103 which in the shown state is closed with two hatches 101 , has a substantially square shape.
  • the outer perimeter of the base structure 200 also has a generally square shape. Notably, however, the four corners of the base structure 200 have a rounded shape.
  • Fig. 4 depicts the base structure 200 installed on the seabed and surrounding the wellhead 3 of a subsea hydrocarbon well.
  • the base structure 200 comprises a base structure ring 202.
  • the base structure ring 202 exhibits a generally squared shape in the shown embodiment.
  • landing guide element 201 At each of the four corners, there is an upwardly extending landing guide element 201.
  • the landing guide elements 201 are configured to engage with the top structure 100 when the top structure 100 is landed on the base structure 200. This engagement will align the top structure 100 to the position of the base structure 200, ensuring that these two main parts are correctly assembled.
  • the landing guide elements 201 have a curved overall shape that somewhat follows the curved shape of the corner of the base structure 200. Furthermore, the landing guide elements 201 have an upper portion that has a smaller horizontal extension than their lower portion.
  • a remotely operated vehicle (ROV) 5 is operating a schematically shown subsea Xmas tree 7 arranged on the wellhead 3.
  • a flowline 9 is connected the Xmas tree 7.
  • Fig. 5 shows an enlarged side view of a portion of the base structure 200. From this view, some aspects of the shape of the landing guide element 201 can be appreciated.
  • the landing guide element 201 has an outer guiding face 203.
  • the upper guiding face 205 constitutes the vertically upper part of the landing guide element 201.
  • the generally curved shape of the landing guide element 201 comprises two end faces 209, where the curved shape ends.
  • the outer guiding face 203, the rear guiding face 207, and the end face 209 all exhibit an inclination with respect to the vertical.
  • the upper guiding face 205 is in the shown embodiment substantially horizontal.
  • the lower ends of the legs 105 comprise an inner guide wall 106, which is configured to engage with and slide against the outer guiding face 203 of the landing guide element 201 when the top structure 100 is landed on the base structure 200.
  • the four inner guide walls 106 of which one is located at the lower portion of the respective four legs 105, together form a landing capturing area.
  • the four landing guide elements 201 When the top structure 100 lands on the base structure 200, the four landing guide elements 201 must be positioned within this capturing area, so that the outer guiding faces 203 will engage the inner guide walls 106.
  • the landing guide elements 201 constitute the upper part of the base structure 200, they are the first part of the base structure 200 with which the top structure 100 engages when landing.
  • the base structure 200 has a generally rectangular shape or a square shape. Between each of the four base corners 21 1 there extends a base beam 213.
  • the rectangular shape of the base structure 200 is continuous. This contributes to the stability of the base structure.
  • the base beams 213 has the shape of a channel 204 with two substantially vertically extending channel walls 215.
  • the channel 204 is formed by the two channel walls 215 and an upper, substantially horizontal channel top face 217.
  • the cross section through the channel thus has the general shape of the letter“U”, being oriented upside-down.
  • the vertical extension of the channel 204 can typically be between 0,5 and 3 meters, advantageously about 1 meter. It may however also be smaller or larger, depending on application and seabed condition.
  • the channel walls 215 of the base beams 213 can advantageously have corrugations 219.
  • the corners of the rectangular shape of the base structure 200 also has channel walls 215 and the horizontal channel top face 217.
  • the channel 204 extends along the entire rectangular shape of the base structure.
  • the landing guide elements 201 advantageously protrudes upwards from the horizontal top face 217.
  • the seabed 300 is schematically indicated with a generally horizontal line.
  • the channel walls 215 will extend into the seabed 300.
  • the base structure 200 will be anchored to the seabed 300 and will provide support to the top structure 100.
  • the base structure 200 can comprise means for establishing a negative pressure within the channel 204, i.e. in the space between the seabed 300, the two channel walls 215, and the channel top face 217.
  • Such means can for instance comprise a fluid communication interface through the channel top face 217 equipped with a suction interface 218.
  • the suction interface 218 can typically connect to an ROV-operated suction device, by means of which the operator can pump fluid out from the channel 204, thereby forcing the base structure 200 into the seabed 300.
  • an opening in the channel 204 may still be advantageous.
  • the suction interface 218 will still be advantageous even if not used for the provision of a negative pressure in the channel.
  • the base structure 200 comprises a base locking part 221.
  • the base locking part 221 is arranged on the channel top face 217 and in contact with the outer guiding face 203 of the landing guide element 201.
  • top structure locking part 121 When the top structure 100 is in a landed position, a top structure locking part 121 is aligned with the base locking part 221. In the shown embodiment, one top structure locking part 121 is provided at the lower portion of each leg 105.
  • Fig. 6 depicts an enlarged cross section side view of the base locking part 221 and the top structure locking part 121 , in a locked state.
  • the base locking part 221 and the top structure locking part 121 are part of a locking arrangement 20.
  • the base locking part 221 protrudes up from the channel top wall 217.
  • the base locking part 221 has at least one aperture 223, through which a locking bolt 122 extends, when in the locked mode.
  • the top structure locking part 121 has two top apertures 123, through which the locking bolt 122 extends.
  • the locking arrangement 20 further comprises a bolt housing 125, in which the locking bolt 122 is supported.
  • the bolt housing 125 is configured to let the locking bolt 122 slide axially between a locked and unlocked position.
  • the locking bolt 122 is shown in the locked position. By sliding it leftwards in the situation shown in Fig. 6, it will be moved into the unlocked position, i.e. out of engagement with the top aperture 121 and the base aperture 221.
  • Such movement of the locking bolt 122 can advantageously be performed with an ROV.
  • the well protection assembly 1 is produced in a composite material, such as GRP (glass-fiber reinforced polymers).
  • GRP glass-fiber reinforced polymers
  • top structure 100 and/or the base structure 200 are preferably produced with vacuum infusion.
  • Fig. 7 depicts the top protection structure 100 in a separate state, i.e. not installed on the base structure 200. Due to the relatively low weight of the top structure 100, it is provided with top structure ballast elements 127.
  • the top structure ballast elements 127 increase the weight of the top structure 100 and facilitate landing on the base structure.
  • the top structure ballast elements 127 are integrated in two oppositely arranged lower beams 113 of the top structure 100.
  • Fig. 7 the location of the inner guide wall 106 is indicated. As discussed above, the inner guide walls 106 will engage with the landing guide elements 201 on the base structure 200 during landing.
  • the base structure 200 is correspondingly provided with base ballast elements (not shown).
  • the base ballast elements are integrated in the base beams 213.
  • the base ballast elements contribute in anchoring the base structure 200 to the seabed 300. They also contribute in forcing the channel walls 215 into the seabed 300 during installation.
  • the base ballast elements 227 comprise metal, such as steel.
  • the base ballast elements 227 are advantageously fully encapsulated within the GRP material of the base structure 200, such as with a lamination sheet.
  • the side openings 1 1 1 are at their upper part of their perimeter provided with a skirt 129. While the general shape of the top structure 100 has an inclined outer face, the skirts 129 are substantially vertical. Advantageously, the skirts 129 extend along an edge portion at the lower part of the top ring section 109, in the position above the side openings 1 1 1 , and some distance down on the legs 105.
  • the legs 105 constitute a lateral boundary of the side openings 1 1 1 , and the skirts 129 advantageously extend some distance down along this boundary or edge.
  • the skirts 129 will contribute in preventing foreign objects, such as trawl equipment, to get stuck in the well protection assembly 1.
  • Provision of the skirts 129 makes the relatively large size of the side openings 1 1 1 possible.
  • the well protection assembly 1 comprises the protective top structure 100 and the base structure 200 in two separate parts
  • Fig. 8 depicts a subsea protection structure 500 made of a fiber-reinforced composite material, such as GRP. It has a top portion 501 , which in the shown embodiment comprises a substantially flat and horizontal upper face 503.
  • the legs 505 comprise a free, lower end 507.
  • the free lower ends 507 are supported only by the legs themselves, i.e. they are not attached to adjacent legs by a horizontal beam or the like. This facilitates placement of the protection structure 500 over subsea equipment that is connected to pipeline, an umbilical or the like extending from the equipment.
  • foot portion 509 At the lower ends 507 of the legs 505 there is a foot portion 509.
  • the foot portion 509 is configured to land on the seabed.
  • the legs 505 comprises an inwardly open channel 513.
  • the channel has the general shape of the letter“U”. This shape of the legs 505 provides stiffness. Moreover, this shape makes it possible to remove the legs from the mould after a moulding process.
  • the legs 505 are thus made of a sheet material, that is shaped like a channel, having an inwardly facing inner face and an outwardly directed outer face.
  • the subsea protection structure 500 can be moulded in one piece, i.e. the top portion 501 and the legs 505 are moulded with the same mould in one run.
  • the legs 505 are larger at their lower portion than they are at a position between their lower portion and the top portion 501.
  • the U-shape of their horizontal cross section through the channel exhibits a larger“U” close to the foot portion than at the location closer to the top portion 501.
  • the subsea protection structure 500 shown herein has six legs 505, it shall be appreciated that it may in other embodiments have a larger or smaller number of legs, for instance four legs 505.
  • Fig. 9 depicts a cross section side view of a lower end 507 of one leg 505, comprising the foot portion 509.
  • the foot portion 509 comprises a substantially downwardly extending anchoring wall 515.
  • the anchoring wall 515 is configured to extend down into the seabed when the protection structure 500 has landed.
  • the foot portion 509 comprises a substantially horizontal support wall 517.
  • the channel 513 is also indicated in the view shown in Fig. 9.
  • Fig. 10 to Fig. 16 depict an alternative embodiment of the subsea well protection assembly 1 according to the invention.
  • the assembly shown in Fig. 10 to Fig. 16 also has a base structure 200 with a base structure ring 202.
  • Other subsea well protection assemblies could however comprise the features particular to the assembly shown in Fig. 10 to Fig. 16, without the shown type of base structure 200.
  • Fig. 10 and Fig. 1 1 depict the subsea well protection assembly 1 in a perspective view and a front view, respectively. As appears from the front view of Fig. 1 1 , the sides of assembly 1 have a somewhat curved shape 105b, curving inwards between the upper and lower portions of the assembly.
  • the assembly 1 has quite large side openings 1 1 1 that will give access to equipment protected by the assembly.
  • the side openings are in the shown embodiment without hatches and provide access such as to an ROV performing operation on the protected equipment.
  • the vertical distance between the lower and upper boundary of the side openings 1 1 1 i.e. the vertical distance between the top ring section 109 and the lower beam 113, can be between 5 and 9 meters, for instance 7 meters.
  • the horizontal distance between two legs 105 that define the side boundaries of a side opening can typically be between 7 and 12 meters, for instance 9 meters.
  • FIG. 1 1 While the side view of Fig. 1 1 depicts the subsea well protection assembly 1 from a front side, the view of Fig. 14 depicts the assembly with another side view, seen from a direction rotated 45 degrees about the vertical, with respect to the view of Fig. 1 1. From this view, looking directly towards a corner of the assembly 1 , it can be appreciated that the legs 105 comprise a substantially straight edge or ridge 105a.
  • the curved shape 105b seen in the view shown in Fig. 1 1 and the straight ridge 105a seen in the view shown in Fig. 14 is provided by providing the legs 105 with a mid portion 105c, which is thinner than the leg portion at the lower and upper ends of the leg.
  • FIG. 12 Reference is now made to Fig. 12 and Fig. 13.
  • the hatches 101 are shown in an open position.
  • the hatches have been removed for illustrational purpose.
  • the hatches can advantageously be provided with buoyancy elements 101 a that makes it possible for an ROV to open and close the hatches.
  • the top aperture 103 which is closable with the hatches 101 , can typically have side dimensions of about 4 x 4 meters to 9 x 9 meters, typically about 7 x 7 meters. Such a large top aperture 103 results in large hatches 101 which will have a considerable mass.
  • the assembly shown in Fig. 10 to Fig. 16 also has a ring interruption 1 15.
  • the ring interruption facilitates connection of a pipeline to the wellhead equipment (such as a subsea tree).
  • the subsea well protection assembly 1 shown in Fig. 10 to Fig. 16 comprises a removable bridging beam 109a (Fig. 10).
  • the bridging beam 109a is configured to be releasably connected in the ring interruption 1 15, so that it completes the top ring section 109.
  • the possibility to remove a part of the top ring section 109, i.e. by removing the bridging beam 109, is advantageous for instance if the operator wants to install a pipeline, jumper or other large, elongated equipment from above and into the wellhead space 4 inside the assembly 1.
  • the bridging beam 109a can be re-installed to complete the top ring section 109.
  • the longitudinal dimension of the bridging beam 109a can typically be between 3 and 8 meters, for instance about 5 meters.
  • the dimension of the ring interruption 1 15 will be related to the dimension of the bridging beam 109a.
  • the locking, releasing and movement of the bridging beam is ROV operable.
  • FIG. 15 and Fig. 16 These views illustrate a situation on the seabed 300, where a schematically depicted trawl door 401 is about to collide with the subsea well protection structure 1.
  • the trawl door 401 is pulled by a trawl wire 403 which is part of a not shown fishing trawl.
  • the trawl wire 403 has already collided with the top ring section 109 of the assembly 1.
  • the top ring section 109 of the assembly 1 has a substantially rectangular shape with four corners. Between each corner, the top ring section 109 comprises a wire deflection arrangement 1 10. In the shown embodiment, the wire deflection arrangement is in the form of a curved ridge 1 10.
  • FIG. 16 illustrates the side view shown in Fig. 16 illustrates the trawl wire 403 colliding with a mid-portion of the subsea well protection assembly 1 , i.e. between two corners of the rectangular shape of the top ring section 109.
  • the trawl wire 403 will slide against one of the curved ridges 1 10.
  • the trawl wire 403 will be deflected towards one of the sides, i.e. towards one of the corners. This is due to the curved shape of the curved ridge 1 10. This deflection is illustrated with the upper arrow in Fig. 16.
  • the trawl door 401 itself will collide with the assembly 1 at a side portion.
  • the trawl door 401 is made to collide with the leg 105. This will make the trawl door 401 slide against the leg 105 and then pass the assembly 1 without getting stuck or without harming equipment inside the assembly.
  • the curving of the upper profile of the curved ridges 1 10 can typically have a radius of between 3 and 8 meters, typically about 5 meters. This will depend on the size of the subsea well protection assembly 1 and the dimensions of the top ring section 109.
  • the curved upper face of the curved ridges 1 10 can advantageously be substantially flush with the curved faces of the corners 109b of the top ring section 109 (i.e. the location where a corner of the top ring section 109 interfaces with the upper portion of a leg 105).
  • FIG. 17 shows an alternative embodiment of the subsea well protection assembly 1 according to the invention.
  • the top structure 100 comprises a releasable top frame 130.
  • the releasable top frame 130 is configured to be releasably fitted in the top ring section 109.
  • the releasable top frame 130 depicts only parts of the hinges and not the hinged hatches, it comprises one or more hatches 101 (cf. Fig. 10) that are configured to open and close a top frame aperture 131.
  • the releasable top frame 130 is shown in a side view in Fig. 18.
  • the releasable top frame 130 comprises the wire deflection arrangement, in the form of curved ridges 1 10 as discussed above.
  • the operator has flexibility when needing access from above.
  • the hatches 101 can be opened if that provides a sufficient access, while the entire releasable top frame 130 can be removed if a larger opening is needed.
  • the bridging beam 109a can be integrated in the releasable top frame 130.
  • the bridging beam 109a can be removed by lifting off the releasable top frame 130.
  • the subsea well protection structure 1 discussed with reference to Fig. 1 and Fig. 7 has a side opening 1 1 1 with a vertically extending skirt 129.
  • the embodiment shown in Fig. 10 to Fig. 21 involves a side opening 1 1 1 having side opening edges 1 1 1 a that have a curved profile.
  • the entire side opening 11 1 is enclosed by side opening edges 1 11 a that have the curved profile.
  • only the upper horizontal side opening edge 1 11 a and the side opening edges 1 11 a on the sides of the side opening 1 1 1 have the curved profile.
  • the bridging beam 109a has the curved profile, corresponding to the curved profile of the side opening edges 1 1 1 a.
  • Fig. 19a, Fig. 19b, and Fig. 19c depict cross section views of various profiles of the side opening edge 1 1 1 a.
  • the curvature radius can be different for various embodiments.
  • the profiles can be assembled with e.g. two separate pieces that are joined together. It is, however, also possible to form the profiles in one single piece.
  • the curved profile of the side opening edge 11 1 a can be made separately and be installed in the side openings 1 1 1.
  • the curved profiles can be made as an integrated part of the main body of the top structure 100.
  • Fig. 20 shows a profile of an edge portion of the releasable top frame 130. Also shown is a curved ridge 1 10.
  • Fig. 21 depicts such an edge portion in closer detail, corresponding to the view shown in Fig. 17.
  • the profiles of the side opening edge 11 1 a can advantageously be made of a plate-shaped fiber-reinforced material, such as shown in Fig. 19a, Fig. 19b, Fig.
  • the curved shape of the profile can advantageously end in a profile end 1 1 1 b.
  • the profile end 1 1 1 b points inwards towards the wellhead space 4 of the subsea well protection assembly 1.
  • the profile end 11 1 b points away from possible equipment that could collide with the subsea well protection assembly 1 , such as a trawl door.
  • the profile end 1 1 1 b points away from the outwardly facing direction of the side openings 1 1 1.
  • the subsea well protection assembly 1 discussed with reference to Fig. 10 to Fig. 21 is made of a fiber-reinforced composite material.
  • the releasable bridging beam 109a is advantageously made of the same material as the rest of the assembly.
  • the releasable top frame 130 can also be made of a fiber-reinforced composite material.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Sealing Devices (AREA)
  • Air Bags (AREA)

Abstract

Un ensemble de protection de puits sous-marin (1), comprenant une structure de base (200) conçue pour reposer sur le fond marin, et une structure supérieure (100) s'étendant vers le haut à partir de la structure de base (200). La structure supérieure est conçue pour couvrir un espace de tête de puits (4). L'espace de tête de puits (4) est conçu pour recevoir une tête de puits (3) d'un puits sous-marin.
PCT/NO2019/050169 2018-08-20 2019-08-19 Ensemble de protection de puits WO2020040644A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
NO20210350A NO20210350A1 (en) 2018-08-20 2019-08-19 Well protection assembly
EP19852260.9A EP3841278B1 (fr) 2018-08-20 2019-08-19 Ensemble de protection de puits sous marine

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
NO20181096A NO344543B1 (en) 2018-08-20 2018-08-20 A subsea protection structure
NO20181096 2018-08-20
NO20181622 2018-12-14
NO20181622 2018-12-14

Publications (1)

Publication Number Publication Date
WO2020040644A1 true WO2020040644A1 (fr) 2020-02-27

Family

ID=69593360

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NO2019/050169 WO2020040644A1 (fr) 2018-08-20 2019-08-19 Ensemble de protection de puits

Country Status (3)

Country Link
EP (1) EP3841278B1 (fr)
NO (1) NO20210350A1 (fr)
WO (1) WO2020040644A1 (fr)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2226352A (en) * 1988-11-16 1990-06-27 Aker Eng As A modular protective structure for underwater installations
NO177647B (no) * 1991-09-24 1995-07-17 Statoil As Beskyttelseskonstruksjon for et undervanns produksjonsanlegg
WO2003044316A1 (fr) * 2001-11-20 2003-05-30 Abb Offshore Systems As Dispositif de protection destine a des installations sous-marines
GB2426266A (en) 2005-04-01 2006-11-22 Vetco Aibel As Geometrical stiffening of subsea protection structures
WO2010103002A2 (fr) * 2009-03-10 2010-09-16 Aker Subsea As Gabarit de puits sous-marin
EP2628892A1 (fr) * 2012-02-15 2013-08-21 Vetco Gray Inc. Structure de protection de puits sous-marin, auvent et installation
WO2018115347A1 (fr) * 2016-12-22 2018-06-28 Vetco Gray Scandinavia As Système de base d'écoulement pour puits sous-marins
NO342752B1 (en) * 2017-03-07 2018-08-06 Compocean As Remote operation of subsea protection structures

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO944507L (no) * 1994-11-24 1996-05-28 Kvaerner Mandal As Beskyttelsesdeksel for undervannsinstallasjoner
NO311902B1 (no) * 2001-02-13 2002-02-11 Abb Offshore Systems As Luke samt fremgangsmate for fremstilling av denne
NO335432B1 (no) * 2012-09-19 2014-12-15 Aker Subsea As Havbunnsbrønnramme med sidebeskyttelsespanel

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2226352A (en) * 1988-11-16 1990-06-27 Aker Eng As A modular protective structure for underwater installations
NO177647B (no) * 1991-09-24 1995-07-17 Statoil As Beskyttelseskonstruksjon for et undervanns produksjonsanlegg
WO2003044316A1 (fr) * 2001-11-20 2003-05-30 Abb Offshore Systems As Dispositif de protection destine a des installations sous-marines
GB2426266A (en) 2005-04-01 2006-11-22 Vetco Aibel As Geometrical stiffening of subsea protection structures
WO2010103002A2 (fr) * 2009-03-10 2010-09-16 Aker Subsea As Gabarit de puits sous-marin
EP2628892A1 (fr) * 2012-02-15 2013-08-21 Vetco Gray Inc. Structure de protection de puits sous-marin, auvent et installation
WO2018115347A1 (fr) * 2016-12-22 2018-06-28 Vetco Gray Scandinavia As Système de base d'écoulement pour puits sous-marins
NO342752B1 (en) * 2017-03-07 2018-08-06 Compocean As Remote operation of subsea protection structures

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
See also references of EP3841278A4
SUBSEA WELLHEAD AND PIPELINE PROTECTION COVERS, 2002

Also Published As

Publication number Publication date
EP3841278B1 (fr) 2024-04-17
NO20210350A1 (en) 2021-03-18
EP3841278A4 (fr) 2022-03-30
EP3841278A1 (fr) 2021-06-30

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