US Attorney Docket No. P17114US (100036. IP)

PCT Attorney Docket No. P17114WO (100036.1PWO)

TITLE OF THE INVENTION

MODULAR OFFSHORE WIND TURBINE FOUNDATION AND MODULAR SUBSTRUCTURE WITH SUCTION CAISSONS

INVENTOR: NELSON, Charles, W., a US citizen, of 1200 St. Charles Ave., New Orleans, LA 70130, US.

CROSS-REFERENCE TO RELATED APPLICATIONS

The following related patent applications are hereby incorporated herein by reference: US Provisional Patent Application Serial No. 62/443,430, filed 6 January 2017; US Provisional Patent Application Serial No. 62/542,650, filed 8 August 2017; and priority of these applications is hereby claimed.

STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT

Not applicable

REFERENCE TO A "MICROFICHE APPENDIX"

Not applicable

BACKGROUND OF THE INVENTION

1. Field of the Invention

The present invention relates to a wind turbine foundation and substructure and method of installation. More particularly, the present invention relates to a two-piece design for an offshore wind turbine steel substructure and foundation and method of installation.

2. General Background of the Invention

The present invention relates to a wind turbine foundation and substructure and method of installation. More particularly, the present invention relates to a two-piece design for an offshore wind turbine steel substructure and foundation and method of installation.

Present jacket installation practice in Europe involves a structural steel template used to drive four pin piles at each jacket location. Once the pin piles are driven into place, the template is removed, at which point a serially fabricated jacket substructure can be simply stabbed into the pin piles and subsequently grouted in place. This current practice of jacket installation in Europe was the inspiration behind a new design (the present invention). For information about suction cassions, see for example http://www.sptoffshore.com/ The following patent documents are incorporated herein by reference:

US Patent Nos. : 3,535,884; 4,511,288; 6,719,496; 7,075, 189; 7,530,780; 8,118,538;

US Patent Application Publication Nos. : 2005/0286979; 2014/0115987; 2015/0322642;

2017/0138351; and

Other Patent/Publication Nos.: WO2015/152826; WO2010059489; WO2010144570; EP2440710.

BRIEF SUMMARY OF THE INVENTION

The present invention relates to a wind turbine foundation and substructure and method of installation. More particularly, the present invention relates to a two-piece design for an offshore wind turbine steel substructure and foundation and method of installation that could afford a step-change reduction in the levelized cost of offshore wind energy at suitable locations world-wide.

BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS

For a further understanding of the nature, objects, and advantages of the present invention, reference should be made to the following detailed description, read in conjunction with the following drawings, wherein like reference numerals denote like elements and wherein:

Figure 1 is a partial top view of a preferred embodiment of the present invention; Figure 2 is a partial top view of an alternative embodiment of the apparatus of the present invention;

Figure 3 is a side, elevation view of a preferred embodiment of the apparatus of the present invention and illustrating a preferred method of assembly or installation;

Figure 4 is a side, elevation view of a preferred embodiment of the apparatus of the present invention;

Figure 5 is a side, elevation view of preferred embodiments of the apparatus of the present invention showing wind turbine foundations located at differing sea bed elevations;

Figure 6 is a perspective view of a preferred embodiment of the apparatus of the present invention;

Figure 7 is a partial top view of several lower foundation structures of a preferred embodiment of the present invention on a barge prior to installation;

Figure 8 is a side, elevation view of preferred lower foundation structure embodiments of the present invention;

Figure 9 is a partial top view of a preferred embodiment of the upper frame lattice structure of the present invention;

Figure 10 is a side, elevation view of a preferred embodiment of the upper frame lattice structure of the present invention;

Figures 11 and 12 are side, elevation views of a preferred embodiment of the apparatus of the present invention undergoing installation, and showing barges with cranes making the installation;

Figure 13 is a side, elevation view of a preferred embodiment of the apparatus of the present invention showing a typical installation with three (3) apparatuses as installed in varying water depth; and

Figure 14 is an elevation view of a preferred embodiment of the apparatus of the present invention and showing a preferred method of installation.

DETAILED DESCRIPTION OF THE INVENTION

The present invention relates to a wind turbine foundation and substructure and method of installation. More particularly, the present invention relates to a uniquely configured design for an offshore wind turbine steel substructure and foundation and method of installation that could afford a step-change reduction in the levelized cost of offshore wind energy at suitable locations world-wide. In Figures 5-6 and 11-14, wind turbine foundation and substructure/foundation apparatus is designated generally by the numeral 10. The method of the present invention is illustrated in Figures 3-14.

In one embodiment, the wind turbine foundation apparatus 10 of the present invention is preferably comprised of two structures (lower foundation 11 and tower or upper foundation 12) when assembled. The two structures, or pieces, preferably include an upper tower structure 12 and a lower foundation structure 11 that receives and connects to the upper structure 12. Upper foundation 12 supports wind turbine 60 preferably upon pedestal, mounting plate or upper frame 35.

Figure 3 shows a preferred embodiment of the present invention with upper structure 12 having stab portions or fittings 24 at its base that will fit into sockets 25 of lower foundation 11. Preferably on top of stab portions 24 of upper structure 12 are vertical sections 26 that connect to inclined members 20 preferably via a coupler 27. Preferably at the top of inclined members 20 are vertical sections 32 that preferably connect to legs 20 with a mitre weld 34. In a preferred embodiment, pedestal 35 sits atop vertical sections 32.

In one embodiment, the present invention is preferably comprised of a plurality of upper towers, space-framed lattice structures or upper foundations 12, each received in a foundation structure 11, wherein the upper structures 12 can preferably be interchangeable and of a substantially uniform size (e.g., for mounting on a selected foundation 11).

Rather than driven pin piles that are present in the prior art, one embodiment of the present invention preferably has a lower foundation structure 11 with multiple (preferably three) footings 15 (see Figures 1 and 6) that are structurally interconnected preferably by steel cross-braces 16. In one embodiment of the present invention, the footings 15 are preferably suction-caissons. In another embodiment of the present invention, the lower foundation structure 11 preferably has three (3) or four (4) footings 15 (see Figures 1-2), which are preferably suction-caissons, and that are structurally interconnected preferably by steel cross-braces 16. In another embodiment of the present invention, the lower foundation structure 11 preferably can have more than four footings 15. In one embodiment, the lower structure 11 preferably has a vertical leg 13 that has a socket 25 for receiving and connecting with a stab-in sleeve 14 emerging from each footing 15. As shown in Figures 3-4 and 6, in a preferred embodiment, each footing 15 has upper surface 38, bottom opening 37, and a cylindrically shaped outer surface 36. A preferred method of installation of the present invention preferably includes the support foundation 11 (or 23 or 33) drawn down to its final installation depth below the seabed 51 in the sea floor, then a serially fabricated jacket or tower 12 stabbed into the sleeves 14 (see Figures 3-4 and arrow 21) and subsequently connected, preferably by either a mechanical or grouted connection procedure, or a combination of the two (see Figures 3, 4, and 11-14). In Figure 6, stab fittings 24 can be provided on the lower foundation (e.g., lower foundation 23) which fit sockets or hollow bore sections of vertical leg sections 13 (see arrows 39 in Figure 6).

In one embodiment of the present invention, the lower foundation structure 11 preferably has vertical legs 13 of variable height emerging from each support 15 to account for the natural variability of seafloor depth, such that after all the supports 15 have been installed (see Figures 5 and 12-13), their stab-in sleeves 14 will preferably all be the same distance below the sea surface. This will enable the upper structure 12 to be substantially identical in design across the entire project, and most likely across the entire fleet of turbines using this new foundation and tower apparatus 10. The apparatus 10 of the present invention will enable major economies of scale and serial production. The above-described system of foundation and substructure installation is illustrated in the Figures 7-13. Wind turbines 60 are preferably added to the present invention at pedestal 35 as shown in Figure 14. Figure 14 shows base 63 of wind turbine 60 sitting atop pedestal 35 of upper foundation 12. Wind turbine 60 preferably includes a tower 64, the top of which is hub 62 which serves as the connection point for the blades 61 of wind turbine 60. Wind turbine 60 preferably includes at least two blades 61, and Figure 14 shows wind turbine 60 with three blades 61.

Figures 5-14 show the concept of how the top section or tower 12 of the foundation is standard, while the lower structure 11, 23 or 33 is adjustable for water depth (e.g., see seabed elevations 52, 53, 54 in Figures 5 and 12-14). The present invention, that preferably uses suction caissons 15, is different from prior art systems which may deal with variation in water depth, but use piles for support, and the driving of piles can disturb whales, turtles, and other marine life. The foundation 11 of the present invention that is preferably a suction caisson foundation does not disturb marine life such as whales, turtles, dolphins, or other species susceptible to noise and vibrations created by the installation of piles. It is the inventor's understanding that when piles are driven in the North Atlantic, a government inspector monitors for certain marine species, and if those certain species are sighted, pile driving is interrupted. Since monitoring is done visually, pile installation can only be done during daylight hours, and consequently, expensive offshore equipment is idled at night.

By having an adjustable height lower structure 11, 23, 33 (see Figures 8 and 11-13) and a fixed height upper structure 12 (see Figure 10), smaller lift equipment (30, 40, 41) may be used to install each structure 11, 12, 23, 33. Since big offshore installation equipment can cost hundreds of thousands of dollars per day, a project should benefit from being able to use smaller, less expensive equipment. It may be hard to quantify in dollar amounts, but qualitatively, smaller equipment does not cost as much as bigger equipment. Figures 7-14 illustrate the use of a crane barge 40 having crane 41 and lift line/rigging 30 to place a selected lower foundation 11, 23 or 33 on seabed 51, while installation into seabed 51 occurs by using a suction apparatus 42 (commercially available) as shown in Figure 11.

By varying the height of the lower foundations 11, 23, 33 the crane 41 height can be lower thus saving costs. A crane 41 need only be large enough to lift the upper foundation or tower 12 up above deck 43 of barge 40 or water surface 50. For shallower water depth, the same lift equipment 40 could lift the tower 12 while the lower foundation would be the shorter lower foundation 11.

In an example of a preferred installation, there are modular towers 12 of a fixed size, three different modular transition members of a fixed size, and modular footings or suction caissons 15 of a fixed size (or perhaps multiple fixed sizes, depending upon the underwater terrain and/or water depth) (see Figures 7-10). For example, in the water off the Atlantic Seaboard of the US, one might have sizes such as follows:

-modular towers 12: 30 - 70 meters; for example, 40 meters, in height; 13 - 30 meters, for example, 17 meters, along each side at the base; 6 - 12 meters, for example, 9 meters, along each side at the top;

-shortest modular transition members 16: 2 - 4 meters; for example, 3 meters, in height measured beginning at the top of footing 15;

-medium height modular transition members 22: 4 - 6 meters, for example, 5 meters, in height measured beginning at the top of footing 15;

-tallest modular transition members 31 : 6 - 10 meters; for example, 8 meters, in height measured beginning at the top of footing 15;

-modular footings or suction caissons 15: on the order of 6 to 8 meters in diameter and 8 to 12 meters in height. Preferably, the modular footings or suction caissons 15 are connected to the modular transition members 16, 22, 31 at the fabrication yard;

Preferably, the height of the supporting deck of the foundation above mean sea level will be dictated by wave climate and tidal variation of the specific location. The distance from mean sea level to the support deck will preferably be as uniform as is practical, likely on the order of less than one-meter variability across the installation, but it might be as much as three meters in some situations.

The basic plan of the present invention is to capture manufacturing efficiencies with a design that has a high degree of standardization. In a preferred embodiment of the present invention, the variability of soil type and water depth will be accommodated by a two-part foundation. The lower section 11, 23, 33 will preferably be the suction caissons 15, connected by either struts or trusses, for example, to make a structure which can be easily fabricated, transported and lifted in to place by smaller marine equipment than has been customarily done. This lower section 11, 23, 33 is preferably designed to adjust for water depth and soil strength, as dictated by the physical location of each tower in the offshore wind farm. The upper space-frame tower section 12 is preferably designed as a standard height component, such that multiple identical units can be built in an "assembly line" fashion using, for example, identical pieces of structure such as legs 20, horizontal braces 29, diagonal braces 28, deck sections, cathodic protection anodes, grout lines, and possibly access ladders, boat bumpers or other appurtenances. In a preferred embodiment of the present invention, the upper section 12 of each foundation 10 can be built and transported in either a horizontal or vertical position, or both, depending on the preference of the fabricator (see Figures 9-10). In a preferred embodiment of the present invention, the lower sections 11, 23, 33 of the foundation 10 and the caissons 15, which are preferably a part of that section, can be built and transported in a vertical position (see Figures 7-8). As shown in Figure 8, an alternative embodiment of the lower structure can be cross-braces with trusses 31.

In a preferred embodiment of the present invention, the present invention can have the following advantages:

1) The caissons 15 and lower sections 11, 23, 33 can be built in one yard, and the upper sections 12 can be built in another. The yard selected for the upper section 12 may require vertical clearance for those sections to be built and transported in a vertical position (see Figure 10). Mobilizing different yards could lead to project economies and schedule improvement.

2) The lower sections 11, 23, 33 of each foundation 10 can be installed months ahead of the delivery of the upper section 12, again leading to schedule improvement.

PARTS LIST:

The following is a list of parts and materials suitable for use in the present invention and short-hand designations used herein:

Parts Number Description

10 wind turbine foundation and substructure/foundation and tower apparatus

11 lower foundation structure section (shortest size) including footing 15 and transition member 16

12 upper foundation structure section/tower

13 vertical leg 14 stab-in-sleeve

15 base footing/support/caisson

16 transition member - transverse member/cross- brace

20 column/inclined member/leg

21 arrow

22 transition member - cross-braced with trusses

23 lower support foundation structure section (mid size) including footing 15 and transition member 22

24 frusto conical stab portion/fitting

25 socket

26 vertical section

27 coupler

28 diagonal beam/brace

29 horizontal beam/brace

30 lift line/rigging/lift equipment

31 transition member - cross-braced with trusses

(tallest size)

32 vertical section

33 lower foundation structure section (tallest size) including footing 15 and transition member 31

34 mitre weld

35 pedestal/mounting plate/upper frame

36 cylindrically shaped outer surface

37 bottom opening

38 upper surface

39 arrow

40 barge/crane barge/lift equipment

41 crane/lift equipment

42 suction apparatus for installing suction caissons 43 deck

50 mean sea level/water surface

51 sea floor/seabed

52 first seabed elevation

53 second seabed elevation

54 third seabed elevation

60 wind turbine

61 blade

62 hub

63 base

64 tower

All measurements disclosed herein are at standard temperature and pressure, at sea level on Earth, unless indicated otherwise.

The foregoing embodiments are presented by way of example only; the scope of the present invention is to be limited only by the following claims.