Pressure-Resistant Buoys
20220185429 · 2022-06-16
Inventors
Cpc classification
B33Y10/00
PERFORMING OPERATIONS; TRANSPORTING
B63B3/13
PERFORMING OPERATIONS; TRANSPORTING
B22F10/28
PERFORMING OPERATIONS; TRANSPORTING
B33Y80/00
PERFORMING OPERATIONS; TRANSPORTING
B22F10/25
PERFORMING OPERATIONS; TRANSPORTING
B22F10/80
PERFORMING OPERATIONS; TRANSPORTING
F16L1/24
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
Y02P10/25
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
International classification
B63B3/13
PERFORMING OPERATIONS; TRANSPORTING
B33Y10/00
PERFORMING OPERATIONS; TRANSPORTING
B33Y80/00
PERFORMING OPERATIONS; TRANSPORTING
Abstract
A subsea buoy comprises a rigid watertight external shell extending continuously around a supporting internal structure that is sealed and fully enclosed by the shell. The 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 can be in a hierarchical or fractal array comprising a relatively narrow outer tier adjoining the shell and at least one relatively wide inner tier within the outer tier.
Claims
1. A subsea buoy, comprising a rigid watertight external shell extending continuously around an internal space that is sealed and fully enclosed by the shell, wherein the shell is supported by a foraminous internal structure within the internal space, formed integrally with the shell by an additive manufacturing process.
2. The buoy of claim 1, wherein the internal structure comprises structural members extending within the internal space and cavities disposed between the members.
3. The buoy of claim 2, wherein the cavities are discrete spaces that are isolated from each other.
4. The buoy of claim 3, wherein the cavities are generally ellipsoidal or spheroidal voids, each surrounded by webs of a continuous matrix that defines the structural members.
5. The buoy of claim 2, wherein the cavities are conjoined spaces that communicate with each other.
6. The buoy of claim 5, wherein the internal structure is skeletal.
7. The buoy of claim 6, wherein the structural members are struts that cooperate to form trusses.
8. The buoy of any of claims 2 to 7, wherein the structural members are arranged in a lattice.
9. The buoy of any of claims 2 to 8, wherein the cavities are generally polyhedral.
10. The buoy of claim 9, wherein the cavities are substantially tetrahedral or octahedral.
11. The buoy of any of claims 2 to 10, wherein 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.
12. The buoy of claim 11, wherein the structural members of the outer tier are closer together than the structural members of the inner tier.
13. The buoy of claim 11 or claim 12, wherein the structural members of the outer tier are in fractal relation to the structural members of the inner tier.
14. The buoy of any of claims 11 to 13, wherein the outer tier extends parallel to a wall of the shell from which the structural members of the outer tier extend inwardly into the internal space.
15. The buoy of any of claims 11 to 14, wherein the structural members of the inner tier are thicker than the structural members of the outer tier.
16. The buoy of any of claims 11 to 15, wherein the cavities of the inner tier are larger than the cavities of the outer tier.
17. The buoy of any of claims 11 to 16, wherein each structural member of the inner tier divides into two or more structural members of the outer tier.
18. The buoy of any of claims 11 to 17, wherein the outer tier is narrower than the inner tier.
19. The buoy of any of claims 2 to 10, wherein the structural members and/or the cavities are irregular in at least a portion of the buoy.
20. The buoy of any of claims 2 to 19, wherein the cavities of the internal structure have an aggregate volume of at least 63% of the external volume of the shell.
21. The buoy of claim 20, wherein the cavities of the internal structure have an aggregate volume of up to 83% of the external volume of the shell.
22. The buoy of any preceding claim, wherein at least the external shell is formed of aluminium.
23. The buoy of any preceding claim, further comprising an external anti-corrosion jacket extending continuously around the shell.
24. The buoy of any preceding claim, further comprising at least one sacrificial anode mounted on the shell.
25. The buoy of any preceding claim, wherein at least the internal structure is formed of aluminium.
26. The buoy of any preceding claim, wherein the internal structure and the external shell are formed of differing materials.
27. The buoy of any preceding claim, wherein the geometry of the internal structure and/or the shell has been determined by an optimisation algorithm.
28. A method of making a subsea buoy, comprising: using an additive manufacturing process to form a foraminous internal structure; 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.
29. The method of claim 28, comprising 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.
30. The method of claim 28 or claim 29, wherein the additive manufacturing process is 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.
31. The method of any of claims 28 to 30, comprising forming at least the shell from aluminium.
32. The method of any of claims 28 to 31, comprising forming at least the internal structure from aluminium.
33. The method of any of claims 28 to 32, comprising forming the internal structure and the external shell from differing materials.
34. The method of any of claims 28 to 33, comprising determining the geometry of the internal structure and/or the shell using an optimisation algorithm.
Description
[0038] 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:
[0039]
[0040]
[0041]
[0042]
[0043]
[0044]
[0045]
[0046]
[0047]
[0048]
[0049]
[0050]
[0051] Referring firstly to
[0052] 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.
[0053] 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
[0054] 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.
[0055] 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.
[0056] 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.
[0057] 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.
[0058] 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.
[0059] 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.
[0060] 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.
[0061] Turning next to
[0062]
[0063] 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.
[0064] If the spheres 24 are instead contained within a sealed rigid housing or shell 14 like that shown in
[0065] By contrast, the internal structure 16 of the invention shown in
[0066]
[0067] The buoyancy elements 28 shown in
[0068] The remaining drawings,
[0069] In
[0070] The buoy 10 shown in
[0071] 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.
[0072] 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.
[0073] 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.
[0074]
[0075] In the example shown in
[0076] 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.
[0077] Turning next to
[0078] Specifically, the buoy 10 shown in
[0079] It will be apparent from
[0080]
[0081]
[0082] Thus, in
[0083]
[0084] 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.
[0085] An example of a buoy 10 having such an optimised structure can be seen in
[0086] 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
[0087] 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.
[0088] 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.