Temporary floatation stabilization device and method

1. A method of deploying an offshore floating platform at an installation site, comprising:

(a) attaching to a hull of the platform at least one buoyant module;

(b) towing the hull to the installation site at a towing draft;

(c) when at the installation site, ballasting the hull and/or the module with the buoyant module attached to the hull from the towing draft to a selected draft; then

(d) after reaching a selected draft of the hull, removing the module from the hull.

2. The method according to claim 1 , wherein when reaching the selected draft in step (c), a portion of each of the modules remains above a waterline.

3. The method according to claim 1 , further comprising after step (c) and before step (d), attaching mooring lines to the hull.

4. The method according to claim 1 , further comprising after step (c) and before step (d), attaching tendons to the hull and deballasting the hull and/or the module until a desired level of tension exists in the tendons.

5. The method according to claim 1 , wherein the module is attached to the hull before towing the hull to the installation site.

6. The method according to claim 5 , wherein the module is partly submerged at least part of the time while being towed to the installation site.

7. The method according to claim 1 , further comprising moving the platform from the installation site to a new location, comprising:

re-attaching the module to the hull; then

de-ballasting the hull and/or the module to raise the hull back to the towing draft; then

towing the hull to the new location.

8. A method of deploying an offshore floating platform at an installation site, comprising:

(a) attaching to a hull of the platform a plurality of buoyant modules, then;

(b) towing the hull to the installation site at a towing draft;

(c) when at the installation site, ballasting the hull to lower the hull and the modules until the hull reaches a selected draft;

(d) after reaching a selected draft of the hull, attaching a plurality of tendons between the sea floor and the hull, and de-ballasting the hull to apply tension to the tendons; and

(e) removing the modules from the platform after the hull has reached the selected draft.

9. The method according to claim 8 , wherein when reaching the selected draft in step (c), a portion each of the modules remains above a waterline.

10. The method according to claim 8 , wherein step (e) comprises removing the modules from the platform after step (d) has been completed.

11. The method according to claim 8 , further comprising moving the platform from the installation site to a new location, comprising:

re-attaching the modules to the hull; then

detaching the tendons from the hull; then

de-ballasting the hull to raise the hull back to the towing draft; then

towing the hull to the new location.

12. A method for installing an offshore structure comprising the steps of:

attaching at a first site one or a plurality of temporary stabilization modules to a structure;

wherein the structure is selected from the group consisting of a tension leg platform, an extended base tension leg platform and a single column floater structure;

then transporting the structure from the first site to a second site while the structure is at a towing draft;

then ballasting the modules and/or the structure to change the towing draft to a lower, installation draft, wherein a portion of each of the modules is still above the waterline;

attaching a plurality of tendons to the structure;

then deballasting the structure and/or the modules to tension the structure so that the structure can assume its installed draft;

then removing the modules from the structure, leaving the structure attached to the tendons.

13. An apparatus comprising a platform structure including at least one column, at least one temporary stabilization module detachably connected to the structure, a securing apparatus detachably connecting the module to the structure, wherein the securing apparatus comprises a plurality of lateral and/or longitudinal shear blocks affixed to the structure and at least one movable locking block affixed to the module and at least one shear locking block affixed to the structure, wherein the locking blocks can be moved between a locked to an unlocked position and the shear block is designed to hold the module in place, wherein at least a portion of the module extends above a waterline and the module is adapted to increase a water plane area of the structure and a stability of the structure.