Floating offshore drilling/producing structure
View Patent ↗A deep draft semi submersible structure wherein the semi-submersible has a center of gravity below its center of buoyancy and the structure is a floating vessel with at least three vertically oriented buoyant columns. Each of the vertically oriented buoyant columns have at least one ballasted compartment and the columns are spaced apart at a sufficient distance to reduce vortex induced vibration amplitude. There are at least two connecting structural sealed trusses connected to the columns below sea level, they are positioned to minimize hydrodynamic wave action on the trusses and to transfer shear loads between the columns while remaining transparent to wave and ocean current motion.
1. A deep draft semi submersible structure having a center of gravity below a center of buoyancy comprising:
at least three vertically oriented buoyant columns having a top end and a bottom end to extend downwardly into water, each column having a shape selected from the group: square, cylindrical, rectangular, triangular, each having at least one ballasted compartment, wherein the vertically oriented columns are spaced apart a distance of at least 1.5 times a diameter of one column to reduce vortex induced vibration amplitude (VIV);
at least two connecting structural sealed trusses for maintaining structural positioning of the columns, wherein the trusses are disposed below sea level and wherein the trusses are connected to the columns to minimize hydrodynamic wave action and the trusses are adapted to transfer shear loads between the vertically oriented buoyant columns while remaining transparent to wave and ocean current motion;
at least one strake disposed around each column to further minimize vortex induced vibration amplitude, wherein the strake has a width substantially equal to 0.1 times the column diameter;
a plurality of risers connections;
a deck disposed on the columns forming a self righting, and self upending semi-submersible structure having a center of gravity below a center of buoyancy, floatable in a horizontal position when completely assembled, and having a draft between 300 and 550 feet; and
at least one horizontal plate supported by a truss engaging the bottom ends of the columns for increasing mass and minimizing vertical motion of the structure.
2. The structure of claim 1 , wherein the risers are located next to the columns.
3. The structure of claim 1 , wherein the risers are located between the columns.
4. The structure of claim 1 , wherein multiple trusses are disposed continuously throughout the columns to minimize hydrodynamic wave action and transfer shear loads.
5. The structure of claim 1 , further comprising a centerwell buoy disposed between the columns wherein the centerwell buoy has an axial centerline.
6. The structure of claim 4 , further comprising a plurality of buoy guides disposed on a member of the group consisting of: the columns, the trusses, or combinations thereof.
7. The structure of claim 4 , wherein a plurality of risers pass through the centerwell buoy and extend to the sea floor.
8. The structure of claim 1 , further comprising riser guides for providing a lateral constraint to risers engaging the riser connections.
9. The structure of claim 8 , wherein the riser guides are disposed at a location selected from the group consisting of: disposed on the deck, disposed on at least one column, disposed between at least two columns, disposed on at least one truss, or combinations thereof.
10. The structure of claim 1 , further comprising buoyancy can guides disposed at a location selected from the group consisting of: disposed on the deck, disposed on at least one column, disposed between at least two columns, disposed on at least one truss, or combinations thereof.
11. The structure of claim 1 , further comprising at least one torsional brace disposed between the columns, and wherein the at least one torsional brace is transparent to hydrodynamic wave action.
12. The structure of claim 1 , wherein the deck is a float-over deck.
13. The structure of claim 1 , further comprising using removable solid ballast in the columns for repeatable upending and righting of the structure.
14. The structure of claim 1 , wherein the trusses comprises tubular members, plate girders, or combinations thereof.
15. The structure of claim 1 , wherein each column comprises at least one hard tank adapted for variable ballasting disposed near the top end of the column.
16. The structure of claim 1 , wherein each column contains at least one soft tank.
17. The structure of claim 1 , wherein the columns are in a spaced apart orientation that presents a shape selected from the group: circular, rectangular, square, or triangular.
18. The structure of claim 1 , further comprising forming a recessed area below a top end of all the columns for engaging a float over deck.
19. The structure of claim 1 , wherein the horizontal plate further comprises riser guides for providing a lateral constraint to risers engaging the riser connections.
20. The structure of claim 1 , wherein the horizontal plate further comprises riser guides for providing a lateral constraint to risers engaging the riser connections.