Offshore platform structure intended to be installed in arctic waters, subjected to drifting icebergs

• US 4,470,725 A
• Filed: 03/01/1982
• Issued: 09/11/1984
• Est. Priority Date: 03/01/1982
• Status: Expired due to Fees

• Current Assignee: A/S HOYER-ELLEFSEN BYGDOY ALLE 1,, INGENIOR F. SELMER A/S INNSPURTEN 5,, INGENIOR THOR FURUHOLMEN A/S KARL JOHANSGT. 39,
• Original Assignee: A/S Hoyer-Ellefsen, Ingenior F Selmer A/S, Ingenior THOR Furuholmen A/S
• Inventors: Naesje, Kolbjorn, Kure, Gregers, Jenssen, Dag N.
• Primary Examiner(s): Husar, Cornelius J.
• Assistant Examiner(s): Stodola, Nancy J.
• Application Number:
  US06/353,351
• Time in Patent Office: 925 Days
• Field of Search: 405/195, 405/207, 405/210-212, 405/216, 405/217
• US Class Current: 405/212
• CPC Class Codes: E02B 17/0021 against ice-loads
• CPC Class Codes: E02B 2017/0065 Monopile structures
• CPC Class Codes: E02B 2017/0069 Gravity structures
• CPC Class Codes: E02B 2017/0086 Large footings connecting several legs or serving as a reservoir for the storage of oil or gas

Abstract

An offshore platform structure, particularly intended to be installed in waters where drifting iceberg frequently appear, the platform structure being intended to be founded in a sea bed and comprises a substructure, a superstructure rigidly affixed to the substructure and extending vertically up above the sea level supporting a deck superstructure at its upper end. The horizontal cross-sectional area of the substructure is substantially greater than that of the superstructure. The substructure rigidly supports a fender structure, the fender structure comprising an outer peripherally arranged wall and an inner cylindrical wall the inner and outer wall being rigidly interconnected by means of a plurality of vertical and/or horizontal partition walls, dividing the fender structure into a plurality of cells or compartments. The fender structure is arranged in spaced relation with respect to the superstructure.

Claims

1. An offshore platform structure for installation on a sea bed in waters where impact from drifting icebergs may occur, said platform structure comprising:

a substructure having an upper portion and a lower portion, said lower portion adapted for support by the sea bed;

intermediate walls of said substructure located between said upper portion and said lower portion;

a superstructure having an end rigidly fixed to said upper portion of the substructure, said superstructure extending perpendicular to said upper portion of said substructure, and said superstructure having a smaller lateral dimension than said substructure;

a deck supported by said superstructure, said deck being supported above sea level; and

a fender structure rigidly supported at a lower end of said fender structure by said substructure, said fender structure extending circumferentially around the superstructure, and said fender structure further being in spaced relation from said superstructure and said fender structure being structurally separated from said superstructure along at least a major portion of a length of said fender structure.

2. An offshore platform structure as claimed in claim 1, wherein the fender structure comprises an external wall and an internal wall and said fender structure being divided into a plurality of separate cells by means of horizontal and vertical diaphragm walls.

3. An offshore platform structure as claimed in claim 1, wherein the fender structure extends above the sea bed and terminates at a level corresponding to the level of the deck.

4. An offshore platform as claimed in claim 3, wherein the superstructure comprises a cylindrical cell having a bottom slab, the cylindrical cell being supported and being affixed to the upper portion of the substructure.

5. An offshore platform structure as claimed in claim 3, wherein the superstructure comprises two concentrically arranged cylindrical walls, a lower end of each wall rigidly affixed to the upper portion of the substructure, said upper portion of said substructure serving as a bottom slab in the cell formed between said two concentrically arranged cylindrical walls.

6. An offshore platform structure as claimed in claim 5, wherein the platform structure is provided with a centrally arranged cell extending from the sea bed to the deck.

7. An offshore platform structure as claimed in claim 6, wherein the deck comprises a plurality of horizontal beams extending laterally at least to an upper end of the of fender structure.

8. An offshore platform structure as claimed in claim 7, wherein the fender structure supports the beams forming the deck.

9. An offshore platform structure as claimed in claim 8, wherein the fender structure is terminated below the sea level when installed on the offshore site.

10. An offshore platform structure for installation on a sea bed in waters where impact from drifting icebergs may occur, said platform structure comprising:

a substantially cylindrical substructure resting on a sea bed;

a substantially cylindrical superstructure extending perpendicular to an upper portion of said substructure;

a lower end of the superstructure rigidly fixed to the substructure;

a deck supported by the superstructure, said deck being above the sea level, the substructure having a larger raidal dimension than that of the superstructure; and

a fender structure, said fender structure supported by said substructure and said fender structure comprising

a substantially cylindrical inner wall being in spaced relation from the superstructure,

an outer peripheral wall, and

a plurality of vertical and horizontal diaphragm walls rigidly connecting the inner and outer peripheral wall of said fender structure for dividing the fender structure into a plurality of separate cells, and

said superstructure comprising a substantially horizontal bottom wall and said substructure having a substantially horizontal top wall portion supporting said bottom wall of the superstructure.