Offshore double cone structure

• US 5,316,413 A
• Filed: 09/28/1992
• Issued: 05/31/1994
• Est. Priority Date: 09/28/1992
• Status: Expired due to Fees

• Current Assignee: Chevron Research And Technology Company (Chevron Corp.)
• Original Assignee: Chevron Research And Technology Company (Chevron Corp.)
• Inventors: Berner, Dale, Sisodiya, Ram G.
• Primary Examiner(s): CORBIN, DAVID
• Application Number:
  US07/952,026
• Time in Patent Office: 610 Days
• Field of Search: 405/195.1, 405/203, 405/204, 405/207, 405/211, 405/217
• US Class Current: 405/217
• CPC Class Codes: E02B 17/0021 against ice-loads

Abstract

An offshore double cone structure for operation on an ocean foundation has a double-cone concrete shell having a neck ring at the top of the shell and a base caisson that supports the double-cone shell. The caisson rests on the ocean foundation. The environmental loads, topside weight, and self weight of the double-cone shell are transferred by double-cone shell action through the base caisson to the foundation. The base caisson'"'"'s exterior wall can be either vertical or sloping. The neck ring is at an elevation sufficiently high that the wave and ice interactions with the neck ring do not increase global ice loads acting on the structure. The neck ring has sufficient area to provide room for facilities through the neck.

Claims

1. An offshore bottom founded structure for operation on an ocean floor foundation comprising:

(a) a outer conical shell;

(b) an inner conical shell positioned concentric with said outer shell;

(c) a load resistance system positioned on the periphery of the structure, said system comprising an internal bracing interposed between and rigidly coupling said outer and inner shells to form a double-cone shell, said double cone having a neck ring fixedly positioned above said double-cone to increase the rigidity of said double-cone; and

(d) a base-caisson supporting the double cone shell, said caisson positioned to rest on the ocean foundation and transfer, by a double-cone shell action, environmental loads, topside weight, and self weight of the double-cone shell through the base caisson to the foundation.

2. An offshore structure according to claim 1 wherein the inner and outer cones are circular in cross-section.

3. An offshore structure according to claim 1 wherein the inner and outer cones are multi-faceted.

4. An offshore structure according to claim 1 wherein the base caisson'"'"'s exterior wall is vertical.

5. An offshore structure according to claim 1 wherein the base caisson'"'"'s exterior wall is sloping.

6. An offshore structure according to claim 1 wherein the neck ring is at an elevation sufficiently high that the ice interaction with the neck ring does not increase global ice loads acting on the structure.