Method and apparatus for the offshore installation of multi-ton prefabricated deck packages on partially submerged offshore jacket foundations

• US 5,607,260 A
• Filed: 07/12/1995
• Issued: 03/04/1997
• Est. Priority Date: 03/15/1995
• Status: Expired due to Term

• Current Assignee: Versabar, Inc.
• Original Assignee: Versabar, Inc.
• Inventors: Khachaturian, Jon E.
• Primary Examiner(s): Dang, Hoang C.
• Application Number:
  US08/501,717
• Time in Patent Office: 601 Days
• Field of Search: 405/204, 405/209, 405/203, 405/196, 114/264, 114/265
• US Class Current: 405/204
• CPC Class Codes: B63B 27/16 of lifts or hoists pilot lifts B63B27/146
• CPC Class Codes: B63B 35/003 for transporting very large loads, e.g. offshore structure modules construction methods for artificial islands mounted on piles E02B17/00; for transporting marine vessels B63B35/40; docks B63C1/00
• CPC Class Codes: B63B 77/00 Transporting or installing offshore structures on site using buoyancy forces, e.g. using semi-submersible barges, ballasting the structure or transporting of oil-and-gas platforms
• CPC Class Codes: E02B 17/00 Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor construction methods for floating platforms B63B75/00; anchoring floating platforms B63B21/00; floating platforms, e.g. anchored, B63B35/44; underwater reservoirs B65D88/78
• CPC Class Codes: E02B 2017/0047 using a barge
• CPC Class Codes: E02B 2017/0052 Removal or dismantling of offshore structures from their offshore location

Abstract

A method and apparatus for the installation or removal of large multi-ton prefabricated deck packages includes the use of usually two barges defining a base that can support a large multi-ton load. A variable dimensional truss assembly is supported by the barge and forms a load transfer interface between the barge and the deck package. Upper and lower connections form attachments between the truss members and the deck package at upper and lower elevational positions on the deck package. The variable dimension truss includes at least one member of variable length, in the preferred embodiment being a winch powered cable that can be extended and retracted by winding and unwinding the winch.

Claims

1. A lifting apparatus for placing a multi-ton deck package on an offshore jacket foundation, comprising:

a) a pair of barges, each barge having a base that can support a large multi-ton load;

b) the base comprising upper and lower base members and an articulation joint that joins the base members so that one base member can articulate relative to the other when an undersireable seastate exists;

c) truss means supported by the base about the periphery of the deck package for forming a load transfer between the barges and the deck package to be placed, said truss means including a plurality of diagonally extending lift booms, each lift boom having a lower end attached to the upper base member and an upper free end;

d) upper and lower connection means for forming attachments of the truss means to the deck package at upper and lower respective elevational positions;

e) said upper and lower connection means including corresponding connecting portions that enable the barges and package to quick disconnect, one of said corresponding quick connecting portions including the upper free end portion of the lifting boom, said other quick connecting portion being positioned at said upper elevational position; and

f) means for lowering the combination of the truss means and the supported deck package with respect to the jacket foundation during placement of the deck package on the jacket foundation.

2. The apparatus of claim 1 wherein the truss means is a variable dimension truss means that includes a lifting boom and at least one truss member of variable length.

3. The apparatus of claim 2 wherein the variable dimension truss means includes two opposing truss members that are each pinned to a different upper base member of a different barge and which are angularly disposed with respect to each other during use.

4. The apparatus of claim 2 wherein each truss member of variable length includes a winch operated cable.

5. The apparatus of claim 2 wherein the upper connection means is a quick connect formed between a socket at the upper position on the deck package and a projection on the free end portion of the lifting boom.

6. The apparatus of claim 5 wherein the variable dimension truss means includes a winch operating a cable.

7. The apparatus of claim 1 wherein there are two lifting booms on each upper base member positioned on opposite sides of the articulation joint.

8. The apparatus of claim 2 wherein the variable length member includes multiple winch and cable assemblies spaced along the upper base member of each barge.

9. A method for the offshore installation of a multi-ton prefabricated deck package on a jacket foundation, comprising the steps of:

a) transporting the prefabricated deck package to the site of the jacket foundation on a transport barge;

b) attaching a triangular truss-like lifting assembly to the deck package at multiple elevational positions on the deck package including positions that are at least on generally opposite sides of the deck package, and at upper and lower positions on the deck package respectively and at vertices of the triangular truss-like lifting assembly, the triangular truss-like lifting assembly including at least three chords, including a horizontal chord normally in tension during the lifting process which has a variable length and a diagonally extending chord normally in compression during the lifting process;

c) wherein in step "b" quick connect fittings are used to attach the diagonally extending chord to the deck package;

d) structurally supporting the triangular truss-like lifting assembly with one or more lift barges;

e) removing the transport barge as a support for the deck package so that the deck is supported by the triangular truss-like lifting assembly and lift barges, with the deck package forming a load carrying portion of the triangular truss-like lifting assembly;

f) aligning the deck package with the jacket foundation so that the deck package can be placed on the jacket foundation;

g) lowering the deck package upon the jacket foundation by changing the length of the horizontal chord of each triangular truss-like lifting assembly; and

h) wherein in step "d" each lift barge has upper and lower base members connected by an articulation joint that articulate with respect to one another when an undesireable seastate exists.

10. The method of claim 9, wherein the deck package is placed on the jacket foundation by lengthening the variable length lifting assembly portion.

11. The method of claim 9, wherein the truss-like lifting assembly lowers the deck package during placement of the deck package on the jacket foundation.

12. The method of claim 9, wherein in step "f", the variable length portion of the lifting assembly includes a winch that is wound with a lift cable which winds/unwinds to change the length of the cable.

13. The method of claim 9, wherein in step "d" the lift barges are floating barges and the upper and lower base members are pivotally connected.

14. The method of claim 9, wherein in step "b" one portion of the lifting assembly includes a plurality of compression carrying diagonally extending lift booms, each with opposing end portions that is pinned at one end to the upper member.

15. The method of claim 14, wherein each lift barge has a winch structurally mounted thereon and the lower connection formed with the package deck includes a flexible cable extending between the winch and the deck package.

16. The method of claim 15, wherein the truss-like lifting assembly includes a plurality of non-extensible diagonally extending lift booms, each connecting to the lift barge and to the upper attachment position of the deck package.

17. A method for the offshore installation of a multi-ton prefabricated deck package on a jacket foundation, comprising the steps of:

a) transporting the prefabricated deck package to the site of the jacket foundation;

b) attaching a triangular truss-like lifting assembly to the deck package at multiple elevational positions on the deck package, including upper and lower positions that are at least on generally opposite sides of the deck package, said upper and lower positions being on the deck package respectively and at vertices of the triangular truss-like lifting assembly, the triangular truss-like lifting assembly including at least three chords, including a horizontal chord normally in tension during the lifting process which has a variable length and a diagonally extending three dimensional lifting boom normally in compression during the lifting process;

c) wherein in step "b" quick connect fittings are used to attach the diagonally extending lifting boom to the deck package;

d) structurally supporting the triangular truss-like lifting assembly with one or more lift barges, the lifting boom being pivotally attached to a barge;

e) wherein the deck package is supported by the triangular truss-like lifting assembly and lift barges, with the deck package forming a load carrying portion of the triangular truss-like lifting assembly;

f) aligning the deck package with the jacket foundation so that the deck package can be placed on the jacket foundation;

g) lowering the deck package upon the jacket foundation by changing the length of the horizontal chord of each triangular truss-like lifting assembly; and

h) wherein in step "d" each lift barge has upper and lower base members connected by an articulation joint that articulate with respect to one another when an undesireable seastate exists.