Process for the installation of the enbloc superstructure of an offshore platform, and equipment for carrying it practically

• US 4,729,695 A
• Filed: 03/07/1986
• Issued: 03/08/1988
• Est. Priority Date: 06/19/1985
• Status: Expired due to Term

• Current Assignee: Saipem SPA (Saipem)
• Original Assignee: Saipem SPA (Saipem)
• Inventors: Silvestri, Antonio
• Primary Examiner(s): Taylor, Dennis L.
• Application Number:
  US06/837,259
• Time in Patent Office: 732 Days
• Field of Search: 405/203, 405/204, 405/209, 405/195, 405/196, 405/205, 405/208, 114/264, 114/265
• US Class Current: 405/204
• 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: 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 17/021 with relative movement between supporting construction and platform
• CPC Class Codes: E02B 17/0845 with inflatable clamping rings
• CPC Class Codes: E02B 2017/0039 Methods for placing the offshore structure
• CPC Class Codes: E02B 2017/0043 Placing the offshore structure on a pre-installed foundation structure
• CPC Class Codes: E02B 2017/0047 using a barge
• CPC Class Codes: E02B 2017/0056 Platforms with supporting legs

Abstract

A process and apparatus for installing the enbloc superstructure of an offshore platform on the fixed legs emerging from water of the lower structure or jacket including loading the whole superstructure on a vertically movable support platform provided on the deck of a semisubmersible raft or barge, completely submerging the raft in the vicinity of the jacket, the stability being maintained by vertical buoyancy tanks on the raft deck, and lifting the support platform and the superstructure by activating related hydraulic lift cylinders, to a height higher than that of the protruding ends of the jacket leg, independently from wave-motion of sea. Subsequently, cylindrical lift pillars slide, by means of hydropneumatic jacks, within tubular columns provided in the superstructure until the conical ends of the pillars enter corresponding seats in the jacket legs and, during a moment of smooth sea, the superstructure is lifted to the desired height using the hydropneumatic jacks, while at the same time, the support platform is rapidly lowered, and the raft is ballasted.

Claims

1. A process for installation of a superstructure onto a lower structure to form an offshore platform supported on a sea bottom wherein said lower structure includes a plurality of legs extending upwardly from the sea bottom and emerging from the water, the process comprising the steps of:

loading said superstructure on a vertically movable support platform having shock dampeners interposed between said platform and said superstructure provided on a semi-submersible vessel;

submerging said vessel in the vicinity of said lower structure;

raising said movable support platform such that said superstructure loaded thereon is at a height greater than said emerging ends of said legs independent from sea wave motion;

aligning said superstructure over said lower structure;

activating said shock dampeners interposed between said supporting platform and said superstructure;

contacting said superstructure to said lower structure;

transferring the weight of said superstructure from said vessel to said lower structure by contemporaneously lifting said superstructure up to a desired height relative to said legs, lowering said movable support platform and flooding ballast tanks provided on said vessel; and

affixing said superstructure to said lower structure;

2. A method as in claim 1 wherein the step of contacting said superstructure to said lower structure is accomplished by cylindrical lift pillars provided on said superstructure which slide downwardly to contact said pillars with corresponding legs on said lower structure.

3. A method as in claim 2 further comprising the step of affixing said pillars to said superstructure to prevent continued sliding of said pillars after said superstructure has been lifted to said desired height.

4. A method as in claim 2 wherein the step of affixing said superstructure to said lower structure comprises welding said pillars to said legs.

5. A method as in claim 3 wherein the steps of contacting said superstructure and lifting said superstructure are accomplished by hydraulic means.

6. A method as in claim 10 further comprising the step of:

removing said hydraulic means after said superstructure is affixed to said pillars and legs.