This invention relates to buoys that can be used to apply buoyant upthrust to submerged structures such as subsea pipelines. The invention relates particularly to buoys that are designed to resist the hydrostatic pressure of immersion in deep water over a long period.
Unless the context requires otherwise, references to ‘buoys’ in this specification encompass other buoyancy devices such as buoyancy modules or buoyancy elements that can be assembled together to make such buoys or modules.
A simple buoy comprises a hollow shell of metal or composite material enclosing a buoyant gas-filled volume. An example is a buoyancy tank as described in WO 02/063127. Buoys of this type are severely limited in terms of operational water depth because the wall of the shell has to withstand crushing under external hydrostatic pressure. This makes such buoys impractical for use at the depths in which, for example, subsea oil and gas is commonly extracted and produced.
Increasing hydrostatic pressure with depth requires the wall of a hollow shell to be thicker and therefore heavier, hence reducing the net upthrust capacity of the buoy and increasing its cost. Alternatively, the shell has to be filled with gas at elevated pressure to compensate for the external hydrostatic pressure that is expected in use. Such a solution is complex and is not practical for handling massive hydrostatic pressure in deep water, especially if the internal pressure has to be adjusted as the buoy is being lowered from the surface to its operational depth.
Conventionally, a buoy for use in deep water is constructed largely of polymer materials. Typically such a buoy comprises a light foam such as a closed-cell polyurethane foam, which is chosen for its low density and impermeability. The foam is commonly encased in an impermeable jacket layer that protects the foam against abrasion and water ingress.
A foam variant known as syntactic foam embeds rigid hollow buoyant spheres in a resin matrix. The spheres may, for example, be of fibreglass as taught in FR 2375024 or microspheres of metal as described in WO 99/44881. Alternatively, hollow tubes may be bundled together within a buoy as disclosed in US 2013/0251957 and in WO 00/75546.
Polymer buoys suffer from ageing in that their buoyancy tends to decrease with time of immersion. For example, polymer buoys immersed in water for long periods may suffer from water absorption. In deep water, there is the additional problem of shrinkage, and hence a reduction in displacement, due to creep under hydrostatic pressure and changes in temperature.
WO 2016/128884 describes buoyancy devices that employ buoyant macrospheres with light metal shells. The macrospheres are held together within a surrounding housing to transfer the upthrust of their collective buoyancy to the housing.
WO 2016/086268 describes a buoy that comprises a composite structure of polymer-based buoyancy elements disposed within a hollow compartmentalised shell. The shell has polymer walls formed by an additive manufacturing process, such as fused deposition modelling or 3D printing. The buoyancy elements are placed into respective compartments of the shell. The shell is then closed with a cover that is attached to the shell to enclose the buoyancy elements within their respective compartments.
Optionally, the cover is sealed to the shell in WO 2016/086268 but as the cover and the shell are separate components, an interface remains between them. This interface creates a line of weakness and presents a potential leakage path. In any event, there is no suggestion that the polymer shell could withstand hydrostatic pressure to resist collapse and water ingress at great depth. Instead, reliance is placed on the polymer-based buoyancy elements to displace water within the compartments and therefore to generate the required buoyancy. Consequently, the problem of ageing of the buoyancy elements remains.
Similar problems apply to the buoyancy unit disclosed in GB 2393426, which has a multi-part outer shell having several interfaces representing potential leak paths.
There remains a need for buoys that can withstand hydrostatic pressure of 200-300 bars or more without collapse and that will not lose buoyancy over time, even at great depth.
Against this background, the invention provides a subsea buoy that comprises a rigid watertight external shell extending continuously around an internal space that is sealed and fully enclosed by the shell. The shell is supported by a foraminous internal structure within the internal space, formed integrally with the shell by an additive manufacturing process.
The internal structure is of aluminium and suitably comprises structural members extending within the internal space, for example arranged in a lattice, and cavities disposed between the members.
The cavities may be discrete spaces that are isolated from each other. For example, the cavities may be generally ellipsoidal or spheroidal voids, each surrounded by webs of a continuous matrix that defines the structural members.
The cavities may instead, or additionally, be conjoined spaces that communicate with each other. For example, the internal structure may be skeletal, in which case the structural members may be struts that cooperate to form trusses. Thus, the cavities may be generally polyhedral, for example substantially tetrahedral or octahedral.
Advantageously, the structural members are in a hierarchical array comprising an outer tier of such members extending inwardly from the shell into the internal space and at least one inner tier of such members disposed within the outer tier. The outer tier may be narrower or thinner than the inner tier, and suitably extends parallel to a wall of the shell from which the structural members of the outer tier extend into the internal space.
The structural members of the outer tier are closer together than the structural members of the or each inner tier. The structural members of the or each inner tier may be thicker than the structural members of the outer tier. The cavities of the or each inner tier may be larger than the cavities of the outer tier.
The structural members of the outer tier may be in fractal relation to the structural members of the or each inner tier. Each structural member of an inner tier may divide into two or more structural members of the outer tier.
The structural members and/or the cavities may be irregular in at least a portion of the buoy, for example if the geometry and/or physical characteristics of the internal structure and/or the shell have been determined using a topology optimisation algorithm. The shell may also vary in thickness.
Preferably, the cavities of the internal structure have an aggregate volume of at least 63% of the external volume of the shell. More preferably, the cavities of the internal structure may have an aggregate volume of up to 83% of the external volume of the shell. If steel is used, the cavities of the internal structure may have an aggregate volume of up to 95% of the external volume of the shell.
The external shell of the buoy is preferably formed of aluminium. In that case, an external anti-corrosion jacket may extend continuously around the shell, or at least one sacrificial anode may be mounted on the shell. Alternatively, the internal structure and the external shell of the buoy may be formed of differing materials. For example, in an embodiment the internal structure is formed of aluminium and the external shell is formed of steel.
The inventive concept embraces a corresponding method of making a subsea buoy. That method comprises: using an additive manufacturing process to form a foraminous internal structure of aluminium; and simultaneously, using the same additive manufacturing process to form a rigid continuous watertight external shell around and integral with the internal structure, which shell, when completed, seals and fully encloses the internal structure. The method further comprises progressively adding material to form structural members of the internal structure that are integral with the shell and to define cavities of the internal structure between those structural members, so that the structural members are in a hierarchical array comprising an outer tier of such members extending inwardly from the shell into the internal space and at least one inner tier of such members disposed within the outer tier. The structural members of the outer tier are closer together than the structural members of the inner tier. The external shell may be formed from a metal such as aluminium or steel. The external shell and the internal structure may be formed from differing materials.
The additive manufacturing process may be selected from a group comprising: direct metal laser sintering; electron beam melting; selective heat sintering; selective laser melting; selective laser sintering; indirect metal printing; directed energy deposition; and fuse deposition modelling.
The geometry of the internal structure and/or the shell may be determined using an optimisation algorithm.
Thus, the invention provides a subsea buoy that comprises a rigid watertight external shell extending continuously around an internal space that is sealed and fully enclosed by the shell. The shell is supported by an internal structure within the internal space. The internal structure comprises structural members that are formed integrally with the shell by an additive manufacturing process to define cavities within the internal space, disposed between the structural members.
In summary, the invention relates to the manufacture of a buoy using an additive manufacturing process that can preferably employ steel as a base material, such as carbon steel, manganese steel or other steel alloys, as well as aluminium or aluminium alloy. A typical steel has a density of 7850 kg/m3, while aluminium typically has a density of 2700 kg/m3.
The invention addresses the challenge of determining an internal or bulk volume structure to sustain sufficient external hydrostatic pressure and to achieve a volume ratio of aluminium to voids of below 37%, and preferably in the range of between 17% and 22%. For steel, the volume ratio is below 12.5%, and preferably in the range of between 5% and 10%.
Another approach of the invention is to use an additive process to manufacture a macrosphere, honeycomb or foam arrangement using aluminium or other materials.
Embodiments of the invention provide a method to manufacture a buoy, the method comprising performing additive manufacturing of the buoy by adding up successive layers of a base material such as aluminium, steel or a steel alloy, wherein the layers are added in a skeleton structure. The buoy suitably comprises a leak-tight outer shell manufactured by the same method.
Each layer may have a lattice structure. More generally, the skeleton structure may have a lattice, honeycomb or fractal arrangement.
The ratio of base material to voids is preferably below 37% in terms of volume, more preferably between 17% and 22%. If steel is used, the volumetric ratio is preferably below 12.5%, and more preferably between 5% and 10%.
Embodiments of the invention also provide a metallic buoy that comprises an outer shell and a honeycomb internal structure, the outer shell and the internal structure being manufactured by an additive process. The additive process may employ the same metal or two or more different metals, such as steel or a steel alloy, or aluminium.
The buoy may comprise one or more corrosion protection measures, such as sacrificial anodes on the outer shell or a polymer jacket covering the outer shell.
Various additive manufacturing techniques may be employed to make a buoy of the invention, for example as disclosed in WO 2015/095617. More generally, buoys of the invention may be made by powder bed fusion processes such as direct metal laser sintering (DMLS), electron beam melting (EBM), selective heat sintering (SHS), selective laser melting (SLM) or selective laser sintering (SLS). Indirect metal printing, directed energy deposition (DED) or fuse deposition modelling (FDM) are also possible.
Thus, a subsea buoy of the invention comprises a rigid watertight external shell extending continuously around a supporting internal structure that is sealed and fully enclosed by the shell. The entire shell is formed integrally and simultaneously with the internal structure by the same additive manufacturing process.
The internal structure comprises cavities disposed between structural members, such as struts of a lattice or webs of a matrix. The structural members and cavities may be in a hierarchical or fractal array comprising a relatively narrow or thin outer tier adjoining the shell and at least one relatively wide or thick inner tier within the outer tier.
In order that the invention may be more readily understood, reference will now be made, by way of example, to the accompanying drawings in which:
Referring firstly to
Fixings or formations for attaching the buoys 10 to other subsea elements or structures, such as chains or pipelines, have been omitted from these simplified drawings.
Each buoy 10 comprises a pressure-resistant continuous hollow outer shell 14 of a rigid material, preferably of metal and more preferably of aluminium. The shell 14 is formed integrally with, and supported by, a foraminous internal structure 16 that is shown schematically in
The shell 14 and the internal structure 16 are formed together by an additive manufacturing process, such that the shell 14 surrounds the internal structure 16 completely and continuously within a hollow, sealed inner space. The shell 14 thereby resists hydrostatic pressure and water ingress while being supported against collapse by the internal structure 16.
The internal structure 16 comprises a rigid structural frame 18, also preferably of metal such as steel or aluminium, and more preferably of aluminium, that is formed integrally with the shell 14 during the additive manufacturing process. The frame 18 defines multiple internal voids or cavities 20.
Thus, in a preferred embodiment the shell 14 and the frame 18 are both formed of aluminium. In other embodiments different materials may be used for the shell 11 and the frame 18 to achieve a desired balance between structural strength and density. For example, the frame 18 may be of aluminium and the shell 14 of steel.
The cavities 20 may be discrete spaces that are separated or isolated from each other as shown here, or may instead be conjoined, interconnected or intercommunicating with each other. Thus, the frame 18 may surround each cavity 20 continuously, in the manner of a matrix in which the cavities 20 are embedded like individual bubbles, pores or spheres in a rigid or syntactic foam. Alternatively, the cavities 20 may surround or contain members that define the frame 18, in the manner of a skeleton or a spaceframe comprising multiple trusses.
The cavities 20 contain a gas, such as air, nitrogen or a noble gas, which may be at atmospheric or elevated pressure. Where the cavities 20 contain a gas at elevated pressure, that pressure may suitably be selected to counterbalance, at least partially but not necessarily fully, the hydrostatic pressure expected at the operational depth.
The cavities 20 together define an aggregate gas-filled volume that offsets the weight in seawater of the shell 14 and the frame 18. Thus, the volume of water displaced by the shell 14 must weigh substantially more than the weight in water of the shell 14 and the frame 18, plus the weight of gas trapped within the cavities 20. That excess displacement defines the net positive buoyancy or upthrust that will be provided by the buoy 10 when it is submerged fully in seawater in use.
Throughout the appendant drawings, the frame 18 and the cavities 20 are not shown to scale. In practice, the cavities 20 may be smaller, more numerous and closer together than is shown. Thus, the webs or members of the frame 18 occupying the interstices between, or extending through, the cavities 20 will be thinner and hence lighter than is shown. It will of course be appreciated that the frame 18 should be as light as possible and that as much as possible of the internal space within the shell 14 should be devoted to the cavities 20, This ensures that the buoys 10 can be as compact and inexpensive as possible for a given level of upthrust, consistent with maintaining the necessary degree of resistance to hydrostatic pressure.
Turning next to
It will be noted that interstitial spaces 26 are left around and between the spheres 24, no matter how closely-packed the spheres 24 may be. The interstitial spaces 26 are typically flooded with seawater in use and so do not contribute to the net upthrust of the buoy 22. Each individual sphere 26 is therefore subjected to hydrostatic pressure while the surrounding housing is not. The spheres 24 therefore need thick and heavy walls to resist collapse. Similarly, there are double wall thicknesses between adjacent cavities 20 defined by neighbouring spheres 24. This increases the amount of negatively-buoyant material within the housing and therefore further reduces the net upthrust of the buoy 22 for a given size and hence external displacement.
If the spheres 24 are instead contained within a sealed rigid housing or shell 14 like that shown in
By contrast, the internal structure 16 of the invention shown in
The buoyancy elements 28 shown in
The remaining drawings,
In
The buoy 10 shown in
The cavities 20B of the outer tier are smaller than the cavities 20A of the inner tier. Consequently, the members of the frame 18 between the cavities 20B are correspondingly closer together than the members of the frame 18 between the cavities 20A. This distributes or concentrates more of the material of the frame 18 closer to the shell 14 and therefore optimises support for the shell 14 against hydrostatic pressure acting inwardly against the shell 14.
As the members of the frame 18 in the inner tier are spaced further apart than those in the outer tier, a greater weight per unit volume of the frame 18 in the outer tier is offset to some extent by a lesser weight per unit volume of the frame 18 in the inner tier.
It will be apparent that, in this example, there is a self-similar or substantially fractal relationship between the cavities 20B of the outer tier and the cavities 20A of the inner tier. The cavities 20B of the outer tier are arranged in smaller triangular arrays that, apart from their size, otherwise correspond to the triangular array of the cavities 20A of the inner tier. The side of each cavity 20B is about half of the length of the corresponding side of each cavity 20A.
In the example shown in
Again, there is a self-similar or substantially fractal relationship between the cavities 20A, 20B, 20C, 20D of the tiers in outward succession. In this case, the side of each cavity 20B, 20C, 20D is about half of the length of the corresponding side of each cavity 20A, 20B, 20C of the tier immediately within.
Turning next to
Specifically, the buoy 10 shown in
It will be apparent from
Thus, in
It is also possible to determine the structure of a buoy 10 using a topology optimisation algorithm, which typically results in an irregular structure that achieves improved performance in terms of weight and buoyancy relative to the buoys 10 described above having frames 18 with regular and/or hierarchical arrays.
An example of a buoy 10 having such an optimised structure can be seen in
To reduce the computing power and time required to determine the overall structure, in this example the buoy 10 has a pair of orthogonal, radial axes of symmetry 40 dividing the frame 18 into quadrants 42 having similar, albeit mirrored structures. Accordingly, the lower half of the buoy 10 that is not visible in
Many other variations are possible within the inventive concept. For example, it may be possible for the cavities within a buoy to be filled with a fluid other than gas, such as a liquid like kerosene that is less dense than water, or another material such as a foam that is that is less dense than water.
Members of the frame of the internal structure of a buoy may be of variable or differing thicknesses. For example, the members of the frame in an inner tier may be thicker than members of the frame in an outer tier of a hierarchical arrangement.
Number | Date | Country | Kind |
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1904109.4 | Mar 2019 | GB | national |
Filing Document | Filing Date | Country | Kind |
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PCT/IB2020/000331 | 3/19/2020 | WO | 00 |