Floatable structure

• US 5,125,769 A
• Filed: 01/16/1991
• Issued: 06/30/1992
• Est. Priority Date: 01/16/1991
• Status: Expired due to Fees

• Current Assignee: Ernst G. Frankel, Kyu Lee
• Original Assignee: Ernst G. Frankel, Kyu Lee
• Inventors: Lee, Kyu, Frankel, Ernst G.
• Primary Examiner(s): CORBIN, DAVID
• Application Number:
  US07/641,674
• Time in Patent Office: 531 Days
• Field of Search: 405/195, 405/200, 405/203, 405/204, 405/205, 405/207, 405/209, 405/226, 114/264, 114/265
• US Class Current: 405/204
• CPC Class Codes: B63B 35/44 Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices construction methods for floating offshore platforms B63B75/00
• 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

Abstract

A structure that is floatable on a ocean surface and that is fixable relative to an ocean bottom. The structure includes an array of floatable, submersible caissons and a floatable box girder capable of supporting a modular superstructure. The box girder is floated to a position on the ocean surface above the submerged array of caissons. The array of caissons is then raised to engage and connect with the box girder. The caissons may also be secured to the ocean bottom.

Claims

1. A structure that is floatable on an ocean surface and that is fixable relative to an ocean bottom, the structure comprising:

an array of floatable column stabilized caissons,

a floatable box girder configured to engage the array of caissons and to support a superstructure,

means for raising and lowering the array of caissons relative to the ocean surface,

means for connecting the array of caissons and the box girder,

means for positioning the array of caissons on the ocean bottom, wherein the means for positioning the array of caissons on the ocean bottom comprises a skirt for establishing a void between at least one of the caissons and the ocean bottom, and

means for introducing pressure equalizing and leveling material into the void,

whereby the box girder is floatable to a position on the ocean surface substantially above the array of caissons, and the array of caissons can be raised toward the box girder and connected with the box girder.

2. The floatable structure of claim 1, further comprising a box caisson for connecting a plurality of the floatable caissons.

3. The floatable structure of claim 1, wherein at least some of the caissons comprise caps and wherein the box girder is configured to engage the caps of the caissons.

4. The floatable structure of claim 1, further comprising a superstructure provided on the box girder.

5. The floatable structure of claim 1, wherein the box girder defines a substantially horizontal equilibrium and further comprising means for adjusting the horizontal equilibrium of the box girder.

6. The floatable structure of claim 5, wherein the void established by the skirt is subjected to an internal pressure and wherein the means for adjusting the horizontal equilibrium of the box girder comprises means for adjusting the internal pressure of the void.

7. A method of assembling a structure that is floatable on a ocean surface and that is fixable relative to an ocean bottom, the method comprising the steps of:

providing an array of floatable column stabilized caissons, at least one of the caissons being provided with a skirt,

providing a floatable box girder,

lowering the array of caissons below the ocean surface,

bridging the box girder to a position on the ocean surface substantially above the lowered array of caissons,

raising the array of caissons toward the ocean surface to engage the box girder and lift the box girder above the ocean surface,

connecting the array of caissons and the box girder,

lowering the array of caissons connected to the box girder to a position at which the skirt establishes a void between at least one of the caissons and the ocean bottom, and

introducing pressure equalizing and leveling material into the void.

8. The method as in claim 7, further comprising the step of providing a superstructure on the box girder.

9. The method as in claim 8, wherein the step of providing a superstructure on the box girder precedes the step of raising the array of caissons to engage the box girder.

10. The method as in claim 9, wherein the step of providing a superstructure on the box girder precedes the step of bridging the box girder to a position on the ocean surface substantially above the lowered array of caissons.

11. The method as in claim 7, wherein the step of bringing the box girder to a position on the ocean surface substantially above the lowered array of caissons comprises the step of floating the box girder on the ocean surface to a position substantially above the lowered array of caissons.

12. The method as in claim 7, wherein the box girder defines a substantially horizontal equilibrium and further comprising the step of adjusting the horizontal equilibrium of the box girder.

13. The method as in claim 12, wherein at least some of the caissons define a void having an internal pressure and wherein the step of adjusting the horizontal equilibrium of the box girder comprises the step of adjusting the internal pressure of at least some of voids.