Methods of positioning an elevating support vessel

• US 7,815,398 B2
• Filed: 03/26/2008
• Issued: 10/19/2010
• Est. Priority Date: 03/30/2007
• Status: Expired due to Fees

• Current Assignee: Remedial Cayman Limited (Remedial (Cyprus) PCL)
• Original Assignee: Remedial Cayman Limited (Remedial (Cyprus) PCL)
• Inventors: Nimmo, Peter W., Altman, Richard A., Brown, Michael D.
• Primary Examiner(s): LAGMAN, FREDERICK LYNDON
• Application Number:
  US12/079,324
• Publication Number:
  US 20080237171A1
• Time in Patent Office: 937 Days
• Field of Search: 405/195.1, 405/196, 405/197, 405/198, 405/199, 405/200, 405/224
• US Class Current: 405/196
• CPC Class Codes: B66C 23/52 Floating cranes floating dredgers E02F
• CPC Class Codes: E02B 17/021 with relative movement between supporting construction and platform
• CPC Class Codes: E02B 2017/006 with lattice style supporting legs
• CPC Class Codes: E02B 2017/0082 Spudcans, skirts or extended feet
• CPC Class Codes: G01S 19/53 Determining attitude
• CPC Class Codes: G05D 1/0208 dynamic anchoring

Abstract

A vessel is provided that is an improvement over previously disclosed jack-up rigs and lift boats. The vessel has at least three thrusters and is self-propelled. The vessel additionally has a raised and hollow crane support on which a crane may be mounted. The crane support is preferably affixed to tracks, which permit the crane to slide along the deck of the vessel. The raised and hollowed feature of the crane support permits the storage of equipment and things beneath the crane support without hindering the movement of the crane along the tracks. Optionally, the vessel further has an extension assembly atop which may be deployed a workover rig assembly. The crane may be used to assemble the extension assembly and thus aid in the construction, remediation, and demolition of offshore oil and gas platforms and wells.

Claims

1. A method comprising:

moving an elevating support vessel within proximity of an offshore structure;

mapping at least a portion of a sea floor near the offshore structure;

using the mapped portion of the sea floor and attitude measuring devices to determine a jack-up location, wherein the attitude measuring devices are in communication with a computer;

moving the elevating support vessel to the determined jack-up location;

using the attitude measuring devices to determine subsequent positions of the elevating support vessel;

using the computer to measure the subsequent positions of the elevating support vessel relative to the jack-up location;

using the computer to determine an amount of force and a vector direction that the must be exerted on the elevating support vessel to move the elevating support vessel back to the jack-up location;

transmitting an electrical signal to the at least three azimuthing thrusters to move the elevating support vessel in the determined force and vector direction;

using a crane disposed on a crane support apparatus to lower a first cable from the elevating support vessel to the sea floor, wherein a first end of the first cable is affixed to first end of the elevating support vessel'"'"'s transom and the second end of the first cable is affixed to an anchor, and the crane support apparatus comprises;

at least two vertical members with each vertical member having a first and second end, the first end of the first vertical member is affixed to a first track, the first end of the second vertical member is affixed to a second track, the first and second tracks are affixed to a deck of the elevating support vessel, the second end of the first vertical member is affixed to a first side of a platform, the second end of the second vertical member is affixed to a second side of the platform; and

a column having a proximate and distal end, the proximate end is affixed to the platform, and the crane is rotatably affixed to the distal end of the column, the platform has a lower side disposed at least about 2 meters above the deck, the crane support apparatus is movable along the track;

using the crane to lower a second cable from the elevating support vessel to the sea floor, wherein a first end of the second cable is affixed to second end of the elevating support vessel'"'"'s transom and the second end of the second cable is affixed to an anchor, wherein the Elevating Support Vessel remains within at least a 3 meter radius from the jack-up location; and

jacking-up the elevating support vessel.

2. The method of claim 1, wherein the first end of the elevating support vessel'"'"'s transom is a first distal end of the elevating support vessel'"'"'s transom along the vertical axis, and the second end of the elevating support vessel'"'"'s transom is a second distal end of the elevating support vessel'"'"'s transom along the vertical axis, wherein the first distal end and second distal end are spaced at least 5 meters apart along the vertical axis.

3. A method comprising:

moving an elevating support vessel within proximity of an offshore structure;

mapping at least a portion of a sea floor near the offshore structure;

using the mapped portion of the sea floor and attitude measuring devices to determine a jack-up location, wherein the attitude measuring devices are in communication with a computer;

moving the elevating support vessel to the determined jack-up location;

using the attitude measuring devices to determine subsequent positions of the elevating support vessel;

using the computer to measure the subsequent positions of the elevating support vessel relative to the jack-up location;

using the computer to determine an amount of force and a vector direction that the must be exerted on the elevating support vessel to move the elevating support vessel back to the jack-up location;

transmitting an electrical signal to the at least three azimuthing thrusters to move the elevating support vessel in the determined force and vector direction;

using a crane disposed on a crane support apparatus to lower a first cable from the elevating support vessel to the ocean sea floor, wherein a first end of the first cable is affixed to first end of the elevating support vessel'"'"'s bow and the second end of the first cable is affixed to an anchor, and the crane support apparatus comprises;

at least two vertical members with each vertical member having a first and second end, the first end of the first vertical member is affixed to a first track, the first end of the second vertical member is affixed to a second track, the first and second tracks are affixed to a deck of the elevating support vessel, the second end of the first vertical member is affixed to a first side of a platform, the second end of the second vertical member is affixed to a second side of the platform; and

a column having a proximate and distal end, the proximate end is affixed to the platform, and the crane is rotatably affixed to the distal end of the column, the platform has a lower side disposed at least about 2 meters above the deck, the crane support apparatus is movable along the track;

using the crane to lower a second cable from the elevating support vessel to the ocean sea floor, wherein a first end of the second cable is affixed to second end of the elevating support vessel'"'"'s bow and the second end of the second cable is affixed to an anchor, wherein the Elevating Support Vessel remains within at least a 3 meter radius from the jack-up location; and

jacking-up the elevating support vessel.

4. The method of claim 3, wherein the first end of the elevating support vessel'"'"'s bow is a first distal end of the elevating support vessel'"'"'s bow along the vertical axis, and the second end of the elevating support vessel'"'"'s bow is a second distal end of the elevating support vessel'"'"'s bow along the vertical axis, wherein the first distal end and second distal end are spaced at least 5 meters apart along the vertical axis.

5. The method of claim 3, further comprising:

using the crane to lower a third cable from the elevating support vessel to the sea floor, wherein a first end of the third cable is affixed to a first end of the elevating support vessel'"'"'s bow and the second end of the third cable is affixed to a third anchor; and

using the crane to lower a fourth cable from the elevating support vessel to the sea floor, wherein a first end of the fourth cable is affixed to a second end of the elevating support vessel'"'"'s bow and the second end of the fourth cable is affixed to a fourth anchor.

6. The method of claim 3, wherein the first end of the elevating support vessel'"'"'s bow is a first distal end of the elevating support vessel'"'"'s bow along the vertical axis, and the second end of the elevating support vessel'"'"'s bow is a second distal end of the elevating support vessel'"'"'s bow along the vertical axis, wherein the first distal end and second distal end are spaced at least 5 meters apart along the vertical axis.