Offshore structure and method of sinking same

• US 4,497,594 A
• Filed: 09/30/1982
• Issued: 02/05/1985
• Est. Priority Date: 09/30/1982
• Status: Expired due to Fees

• Current Assignee: McDermott Incorporated
• Original Assignee: McDermott Incorporated
• Inventors: Fern, Derek T.
• Primary Examiner(s): Taylor, Dennis L.
• Application Number:
  US06/429,895
• Time in Patent Office: 859 Days
• Field of Search: 405/203, 405/205-209, 405/224, 405/227
• US Class Current: 405/217
• CPC Class Codes: E02B 17/02 placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto

Abstract

An offshore structure and a method of sinking it to the sea bed. In accordance with one aspect of this invention, the structure is sunk asymmetrically by first sinking a first end portion thereof and then sinking the other end portion. The first end portion is sunk by ballasting it while the other end portion is closed to ballast. The structure is provided with sufficient water plane area while sinking each end portion to maintain stability during the sinking process. In accordance with another aspect of this invention, at least two spaced-apart piles are provided at the end corresponding to the first end portion to absorb the force of impact with the sea bed and to maintain a skirt on the structure out of contact with the sea bed until both ends of the structure have been sunk to the sea bed.

Claims

1. A method for sinking a structure having a first end portion and a second end portion to the sea bed comprising the steps of:

a. ballasting said first end portion of the structure to sink said first end portion to the sea bed while said second end portion is closed to ballast;

b. ballasting said second end portion of the structure, after said first end portion is sunk, to sink said second end portion to the sea bed;

c. attaching at least one removable buoyancy member to the structure during at least one of steps a and b to maintain stability of the structure;

d. attaching at least two piles at the end corresponding to said first end portion of the structure;

e. spacing the piles over the length of said end; and

f. fixedly positioning the piles vertically so that bottom portions thereof are lower than a skirt on the structure to absorb the force of impact of said first end portion with the sea bed and to maintain the skirt out of contact with the sea bed until both ends of the structure have been sunk to the sea bed.

2. A method according to claim 1 further comprising providing the buoyancy member with sufficient height when attached to the structure to break the sea surface when the structure is sunk to the sea bed.

3. A method according to any one of claims 1 or 2 wherein the step of attaching at least one buoyancy member comprises sizing and positioning the buoyancy member on the structure so that when calculating, prior to sinking of a respective end portion of the structure, for a series of positions of the structure in the range over which the respective end portion is to be sunk, the restoring moment due to additional water displaced when the respective end portion to be sunk is deflected from the respective position toward the sea bed by a small angle, and so that when comparing said restoring moments with the respective changes in mass moment and the respective changes in buoyancy moment of the water displacement before the respective deflections, the calculated restoring moments are greater than said respective changes in mass and buoyancy moments throughout the range of sinking positions.

6. A method according to any one of claims 1 or 4 further comprising the step of disposing a collar about a pile to limit penetration depth of the pile into the sea bed.

7. A method according to any one of claims 1 or 4 further comprising the steps of elevating the piles for movement of the structure in shallow water, and transporting the structure to a selected site for sinking.

8. A method according to any one of claims 1 or 4 further comprising ballasting the structure while allowing the skirt to move downwardly relative to the piles and penetrate the sea bed.

4. A method for sinking a structure having a first end portion which terminates at a first end and a second end portion which terminates at a second end to the sea bed comprising attaching at least two piles to the structure at the first end of the structure, spacing the piles over the length of the first end, fixedly positioning the piles vertically so that bottom portions thereof are lower than a skirt on the structure, ballasting the first end portion of the structure while the second end portion is closed to ballast to sink the first end thereof to the sea bed while allowing the piles to absorb the force of impact of the first end with the sea bed and to maintain the skirt out of contact with the sea bed until both the first and second ends of the structure have been sunk to the sea bed, ballasting the structure to sink the second end thereof to the sea bed after the first end has been sunk to the sea bed, and releasing the piles so that they are free to move vertically relative to the skirt.

5. A method according to claim 4 further comprising attaching at least one buoyancy member on the structure during sinking of at least one of the first and second ends to the sea bed to maintain stability as said at least one of the first and second ends is sunk.

9. In an offshore structure having a skirt for penetrating the sea bed upon sinking thereof to the sea bed, a first end portion which terminates at a first end, a second end portion which terminates at a second end, at least two piles attached to the structure at said first end of the structure and spaced-apart over the length of said first end, means for fixedly positioning said piles so that they extend downwardly beyond said skirt to absorb the force of impact of said first end with the sea bed and to maintain the skirt out of contact with the sea bed until both said first and second ends of the structure have been sunk to the sea bed, means for releasing said piles so that they are free to move vertically relative to the skirt, and means for sinking said first end portion without sinking said second end portion.

10. A structure according to claim 9 further comprising means for maintaining stability while sinking said first and second end portions.

11. A structure according to claim 9 further comprises at least one buoyancy member on the structure to maintain stability during sinking of at least one of said first and second end portions, said buoyancy member having a height when attached to the structure to break the sea surface when the structure is sunk.

12. A structure according to claim 9 wherein said pile positioning means comprises an annular member which surrounds an upper portion of a pile to position the pile vertically and at least one inflatable member between said annular member and said pile.

13. A structure according to claim 9 further comprising a collar extending circumferentially of said pile to provide a horizontally extending surface to limit the depth of penetration of the sea bed, said collar and a bottom portion of said pile positionable lower than the skirt for sinking of the structure.

14. A structure according to claim 13 further comprising means for elevating said piles for floating of the structure in shallow water.

15. A structure according to any one of claims 13 or 14 further comprising means for adjusting the height of said collar relative to said pile between a first position at the bottom end thereof and a second position which is above said first position and which is lower than the position of said skirt when said pile is in position for sinking of the structure.

16. A structure according to claim 15 wherein said collar height adjusting means comprises a stop at said first position and a stop at said second position, and said collar is slidably engaged to said pile for movement between said first and second positions.

17. A structure according to claim 11 wherein said means for maintaining stability comprises at least one buoyancy member which has a height when attached to the structure to break the sea surface when the structure is sunk.

18. A structure according to claim 12 or claim 17 wherein said buoyancy member is closed to the flow of seawater therein and has a cross-sectional area taken in a horizontal plane at each portion of the buoyancy member to break the sea surface during sinking of said at least one of said first and second end portions of the structure which is sufficient to maintain stability during sinking of said at least one of said first and second end portions.