Marine structures

• US 4,155,671 A
• Filed: 03/23/1977
• Issued: 05/22/1979
• Est. Priority Date: 03/25/1976
• Status: Expired due to Term

• Current Assignee: Hollandsche Beton Maatschappij BV
• Original Assignee: Hollandsche Beton Maatschappij BV
• Inventors: Vos, Charles J.
• Primary Examiner(s): Stein, Mervin
• Assistant Examiner(s): Grosz, Alex
• Application Number:
  US05/780,675
• Time in Patent Office: 790 Days
• Field of Search: 61/86, 61/87, 61/88, 61/96, 61/101
• US Class Current: 405/203
• CPC Class Codes: E02B 17/025 Reinforced concrete structures E02B17/021 takes precedence
• CPC Class Codes: E02B 2017/0039 Methods for placing the offshore structure
• 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

The base of an offshore gravity platform consists of at least two separately formed caissons, preferably of concrete, which are mounted one on top of the other or another. The roof of the lower of adjacent caissons and/or the bottom of the adjacent upper caisson is or are so shaped as to form between the caissons a space which is rendered substantially fluid-tight and wherein, when the platform is floating on the sea and when the platform is standing on the sea bed, fluid pressure in the space between the caissons is such that the two caissons are urged tightly together by hydrostatic pressure. Adjacent caissons may also be mechanically secured together.

Claims

1. An offshore gravity platform comprising a hollow base and, upstanding from the base, an upper structure slimmer than the base, which platform can form a floating body for movement from one place to another and which, when required, can be sunk to stand on the sea bed with the upper structure protruding above the surface of the sea, wherein the base consists of at least two separately formed caissons which are mounted one on top of the other or another, the roof of the lower of adjacent caissons and the bottom of the adjacent upper caisson being so shaped as to form between the caissons a space which is rendered substantially fluid-tight and wherein, when the platform is floating on the sea and when the platform is standing on the sea bed, fluid pressure in the space between the caissons is such that adjacent caissons are urged tightly together by hydrostatic pressure.

2. An offshore gravity platform as claimed in claim 1, wherein the space formed between said adjacent caissons is sealed by at least one sealing ring of elastomeric material positioned between the two caissons.

3. An offshore gravity platform as claimed in claim 1, wherein the space formed between said adjacent caissons is of such a shape and size as to form a working chamber into which personnel can gain access through a manhole in the bottom of the upper of said adjacent caissons.

4. An offshore gravity platform as claimed in claim 1, wherein the base of the platform consists of two separately formed caissons mounted one on top of the other, the roof of the lower caisson having a surface area that is at least equal to the surface area of the bottom of the upper caisson.

5. An offshore gravity platform as claimed in claim 1, wherein each of the separately formed caissons is sub-divided by substantially vertical walls into a plurality of separate cells.

6. An offshore gravity platform as claimed in claim 1, wherein the lowermost caisson has extending downwardly from its undersurface a plurality of downwardly open skirts which, when the platform is sunk on to the sea bed, will penetrate the sea bed.

7. An offshore gravity platform as claimed in claim 1, wherein each of the caissons and at least the lower part of the upper structure are made of concrete.

8. An offshore gravity platform as claimed in claim 1, wherein the upper structure supporting the deck and upstanding from the uppermost caisson comprises at least one column.

9. An offshore gravity platform as claimed in claim 8, wherein the or each column has means for protecting the column against impact by a ship.

10. An offshore gravity platform as claimed in claim 1, wherein the base consists of two separately formed caissons mounted one on top of the other, the roof of the lower caisson having a substantially greater cross-sectional area than the bottom wall of the upper caisson.

11. An offshore gravity platform as claimed in claim 10, wherein the height of the upper caisson is substantially greater than that of the lower caisson.

12. An offshore gravity platform as claimed in claim 1, wherein the water pressure inside and outside of the lower or lowermost caisson is substantially the same.

13. An offshore gravity platform comprising a hollow base and, upstanding from the base, an upper structure slimmer than the base, which platform can form a floating body for movement from one place to another and which, when required, can be sunk to stand on the sea bed with the upper structure protruding above the surface of the sea, wherein the base consists of at least two separately formed caissons which are mounted one on top of the other or another, the roof of the lower of adjacent caissons and the bottom of the adjacent upper caisson being so shaped as to form between the caissons a space which is rendered substantially fluid-tight;

and wherein, when the platform is floating on the sea and when the platform is standing on the sea bed, fluid pressure in the space between the caissons is such that adjacent caissons are urged tightly together by hydrostatic pressure and adjacent caissons are so mechanically secured together that movement of one caisson relative to the other of said adjacent caissons is substantially prohibited.

14. An offshore gravity platform as claimed in claim 13, wherein at least one of the roof of the lower of said adjacent caissons and the bottom of the adjacent upper caisson has in its surface a groove which surrounds the space formed between the two caissons, and the other of said adjacent caissons has a skirt extending therefrom which engages in the groove and is secured therein.

15. An offshore gravity platform as claimed in claim 13, wherein adjacent caissons are mechanically secured together by stressing members protruding from the bottom of the upper of said adjacent caissons and from the roof of the lower caisson, which stressing members are coupled together and so stressed that the two caissons are mechanically secured together under tension.

16. An offshore gravity platform comprising a hollow base and, upstanding from the base, an upper structure slimmer than the base, which platform can form a floating body for movement from one place to another and which, when required, can be sunk to stand on the sea bed with the upper structure protruding above the surface of the sea, wherein the base consists of at least two separately formed caissons which are mounted one on top of the other or another, at least one of the roof of the lower of adjacent caissons and the bottom of the adjacent upper caisson being so shaped as to form between the caissons a space which is rendered substantially fluid-tight;

and wherein when the platform is floating on the sea and when the platform is standing on the sea bed fluid pressure is such that adjacent caissons are urged tightly together by hydrostatic pressure; and

said adjacent caissons are so mechanically secured together that movement of one caisson relative to the other of said adjacent caissons is substantially prohibited, at least one of the roof of the lower of said adjacent caissons and the bottom of the adjacent upper caisson having in its surface a groove which surrounds the space formed between the two caissons, and the bottom of the other of said adjacent caissons has a skirt extending therefrom which engages in the groove and is secured therein, and wherein the skirt is secured in the groove by means of a plurality of dowels, each dowel engaging in aligned holes in the part of that caisson surrounding the space between the two caissons and in the skirt.

17. An offshore gravity platform comprising a hollow base and, upstanding from the base, an upper structure slimmer than the base, which platform can form a floating body for movement from one place to another and which, when required, can be sunk to stand on the sea bed with the upper structure protruding above the surface of the sea, wherein the base consists of at least two separately formed caissons which are mounted one on top of the other or another, at least one of the roof of the lower of adjacent caissons and the bottom of the adjacent upper caisson being so shaped as to form between the caissons a space which is rendered substantially fluid-tight;

and wherin when the platform is floating on the sea and when the platform is standing on the sea bed, fluid pressure is such that adjacent caissons are urged tightly together by hydrostatic pressure; and

said adjacent caissons are so mechanically secured together that movement of one caisson relative to the other of said adjacent caissons is substantially prohibited, said adjacent caissons being mechanically secured together by stressing members protruding from the bottom of the upper of said adjacent caissons and from the roof of the lower caisson, which stressing members are coupled together and so stressed that the two caissons are mechanically secured together under tension, and wherein two continuous walls bounding a continuous channel extend downwardly from the bottom of the upper of said adjacent caissons into the space formed between the two caissons and are spaced from the boundary wall of said space and stressing members protrude from the bottom of said upper caisson at spaced positions around the continuous channel.

18. A method of constructing an offshore gravity platform comprising a hollow base and, upstanding from the base, an upper structure slimmer than the base, which platform can form a floating body for movement from one place to another and which, when required, can be sunk to stand on the sea bed with the upper structure protruding above the surface of thd sea, in which method the base of the platform is formed by constructing a first caisson and constructing a second caisson, the roof of the first caisson and the bottom of the second caisson being so shaped that when arranged one above and in contact with the other a space is formed between the two caissons causing the first caisson to be submerged in the sea and floating it under the floating second caisson;

causing the two floating caissons to engage and form a space therebetween;

coupling the two caissons together in such a way that the space between them is substantially fluid-tight; and

reducing fluid pressure in the space to cause the two caissons to be urged tightly together by hydrostatic pressure.

19. A method as claimed in claim 18, wherein the two caissons are mechanically secured together.

20. A method as claimed in claim 18, wherein at least one of the caissons is of concrete and is constructed by casting at least the bottom and lower portions of the walls of the caisson in dry dock, floating the partially formed caisson in the sea and casting the upper portion of the caisson on the floating lower portion.

21. A method as claimed in claim 20, wherein at least a substantial proportion of the casting is effected by slip forming.