Off-shore platform structure

• US 4,674,919 A
• Filed: 09/03/1985
• Issued: 06/23/1987
• Est. Priority Date: 09/04/1984
• Status: Expired due to Term

• Current Assignee: Aker Norwegian Contractors
• Original Assignee: Norwegian Contractors
• Inventors: Hermstad, Jon, Olsen, Olav
• Primary Examiner(s): Corbin, David H.
• Application Number:
  US06/771,728
• Time in Patent Office: 658 Days
• Field of Search: 405/203, 405/205, 405/207, 405/208, 405/224, 405/226
• US Class Current: 405/226
• CPC Class Codes: E02B 17/025 Reinforced concrete structures E02B17/021 takes precedence
• CPC Class Codes: E02B 2017/0065 Monopile structures
• CPC Class Codes: E02B 2017/0069 Gravity structures

Abstract

Method for founding and stabilizing an off-shore platform which at its lower end is provided with skirts. The skirt or skirts are forced so deep down in the ground that a significant portion of the foundation area is transferred down to a depth where the load carrying strength of the ground is sufficient in regards to geotechnical stability and that it prevents an acceptable settlement.

The platform (1) which is intended to be installed at very great depths, includes a foundation structure to be forced down in the sea bed, a cell portion that in its operational position is completely submerged, and an upper portion extending from the cell portion and up above the sea surface, where the submerged cell portion includes a centrally located cell surrounded by at least one cell portion.

Claims

1. Method for founding and stabilizing an off-shore platform, said method comprising:

providing an off-shore platform which at its lower end is equipped with skirts intended to be forced down in the sea bed, and which at least provides parts of the platform'"'"'s foundation, the skirts being open at their lower end and closed at their upper end by an upper closure, forcing the skirts so far down in the sea bed that significat portions of the foundation area are displaced down to a depth where the bearing capacity of the ground is sufficient with regard to geotechnical stability to prevent unacceptable settlement, after the platform is put down on the sea bed and the said skirt has penetrated the sea bed to a desired depth, pumping water under pressure into the space between the sea bed, the skirt wall and the upper closure, and maintaining water pressure in the space during the working life of the platform.

2. Method as stated in claim 1, wherein said water is under a high pressure that does not exceed a pressure that the sea bottom enclosed in the skirt can withstand without causing any flow of water through the said sea bottom.

3. Method as stated in claim 1, including the steps of pumping an additional volume of water into the space to compensate for settlement of the skirts in the sea bottom, so that the platform remains at the same level with respect to the sea surface.

4. An offshore platform structure intended to be installed at large depths, comprising:

a support structure intended to be pressed down into the sea bed soil, a complete submerged caisson extending upwardly from the support structure and including a plurality of cells, and a deck supporting structure extending upwardly from the caisson and up above the sea bed, for supporting a deck superstructure above the sea surface, said deck supporting structure including at least one column filled with air at atmospheric pressure, said at least one column formed by extending the walls of at least one cell in the caisson, the caisson including a centrally arranged cell and at least one ring with continguous cells surrounding said centrally arranged cell, wherein the at least one air filled column is positioned at the periphery of the caisson, at least one of the remaining cells of the caisson filled with air and positioned on the opposite side of the vertical axis of symmetry of the caisson and positioned at an upper part of the completely submerged caisson.

5. Off-shore structure as stated in claim 4, wherein inside walls of the cells are tangent to one another.

6. Off-shore structure as stated in claim 5, wherein the cross sectional shape of the cells is partly hexagonal and partly circular and the cross sectional shape of the at least one column is a fully circular shape.

7. Off-shore structure as stated in claim 4, wherein walls of the completely submerged caisson having decreasing wall thickness in the upward direction.

8. Off-shore structure as stated in claim 4, wherein at least parts of walls in the caisson are not dimensioned to withstand significant pressure differences.