초록 ▼

A subsea caisson or silo for housing wellhead equipment and methods of installing it is disclosed. A caisson which is sized to receive equipment that is to remain subsea has a closed top and open bottom. The caisson is lowered to the seabed and hydrostatic pressure in combination with a suction jet

A subsea caisson or silo for housing wellhead equipment and methods of installing it is disclosed. A caisson which is sized to receive equipment that is to remain subsea has a closed top and open bottom. The caisson is lowered to the seabed and hydrostatic pressure in combination with a suction jet is used to remove the internal soil. If required the caisson may include a conical suction head located near the bottom of the caisson wall and rotatable cutting heads are fixed to its lower surface so as to cut into sea bottom material of hard consistency.

대표청구항 ▼

1. A method of sinking and securing a caisson in a hole in a seabed, said caisson having a detachable top cover, an open bottom and a removable, self-contained soil-fluidizing and removal means including a plurality of jetting means spaced circumferentially about the inside of the wall of said caiss

1. A method of sinking and securing a caisson in a hole in a seabed, said caisson having a detachable top cover, an open bottom and a removable, self-contained soil-fluidizing and removal means including a plurality of jetting means spaced circumferentially about the inside of the wall of said caisson adjacent the lower end thereof and a suction head located adjacent the lower end of the caisson; said method comprising the steps of: (a) lowering the caisson to the seabed surface so that the open bottom engages the surface of seabed; (b) actuating said plurality of jetting means to fluidize said soil in the areas adjacent a lower edge of the inside of the caisson wall and the suction head; (c) removing said fluidized soil via the suction head from the confines of the caisson during actuation of said jetting means; (d) forming said hole and sinking said caisson simultaneously to a depth below a predetermined scour line by hydrostatic pressure, said self-contained soil-fluidizing and removal means effecting said forming and said sinking; and (e) removing said top cover and said soil-fluidizing and removal means. 2. A method according to claim 1 including further steps of: (f) placing a temporary guide in the lower end of said caisson and utilizing said guide for centering a drilling conductor into said seabed; (g) removing said guide and installing a permanent base in said caisson and attaching a riser to said conductor; (h) installing a wellhead through said riser; and (i) securing a blow-out preventer onto said wellhead. 3. A method according to claim 1 including the further steps of connecting a flow line through the side wall of the caisson; and installing a debris cover on said caisson. 4. A caisson for installation in a hole in a seabed, said caisson comprising: (a) an elongated cylindrical housing having a detachable top cover and an open bottom; (b) a removable, self-contained soil-fluidizing and removal means located within the confines of said cylindrical housing and comprising (1) a plurality of jetting means spaced circumferentially inside of the caisson wall adjacent a lower end thereof; (ii) a suction head located substantially central of the lower end of said caisson; and (iii) jetting means associated with said suction head; (c) said circumferentially spaced jetting means and said jetting means associated with said suction head combining, when actuated with said suction head, to fluidize the subsea soil in the areas adjacent a lower inner edge of the caisson wall and centrally of the caisson for removal of the subsea soil from within confines of the caisson through said suction head; (d) said removable self-contained soil-fluidizing and removal means simultaneously forming said hole in said seabed and causing said caisson to sink therein by hydrostatic pressure to a depth below a predetermined line; and (e) means on the inner wall of said caisson for locking and sealing a permanent base therein. 5. A caisson according to claim 4 wherein the circumferentially spaced jetting means of the soil-fluidizing and removal means are directed angularly inwardly of said caisson wall. 6. A caisson according to claim 4 including a bottom closure for said caisson, said bottom closure provided with a central aperture therein so as to permit passage therethrough of the suction head of said soil-fluidizing and removal means and a centrally located well conductor. 7. A caisson according to claim 4 including a disc cutter mounted circumferentially on the lower terminal end of the caisson wall and means for rotating said cutter relative to said caisson about said lower terminal end. 8. A caisson according to claim 4 wherein the replaceable top closure comprises a first closure for use in installing the caisson in the seabed, a second closure for use as a debris cover subsequent to said installation and a third cover for converting said caisson to a one-atmosphere dry chamber including suitable marin mating surfaces between said third cover and an upper edge of said caisson wall. 9. A caisson according to claim 4 including a flow-line exit on the upper side wall of the caisson body. 10. A caisson according to claim 4 wherein said circumferentially spaced jetting means are arranged in separate manifold groupings, selective jetting means actuated or deactivated to provide more or less assistance to caisson penetration and to produce a moment to provide vertical installation of said caisson in said seabed. 11. A method of sinking and securing a caisson in a hole in a seabed, said caisson having an elongated cylindrical body, a detachable top cover, a bottom edge, a removable, self-contained soil-fluidizing and removal means including a plurality of jetting means spaced circumferentially inside of a wall of said caisson adjacent a lower end of the caisson and a suction head located centrally of and adjacent the lower end of the caisson; a bottom wall mounted in the caisson adjacent the lower end thereof for rotation with respect to said caisson; and a plurality of cutting means on the lower surface of said bottom wall; said method comprising the steps of: (a) lowering the caisson to the seabed so that said bottom edge engages said seabed; (b) simultaneously (i) rotating said bottom wall and said cutters with respect to said caisson to cut into the surface of said seabed, (ii) actuating said plurality of jetting means to fluidize said soil in the areas adjacent the lower edge of caisson wall, the cutters of the bottom wall and the suction head; and (iii) removing said fluidized soil via the suction head from the confines of the caisson; (c) simultaneously forming said hole and sinking said caisson therein by said self-contained soil-fluidizing and removal means and said rotatable bottom to a depth below a predetermined level of said seabed by utilizing hydrostatic pressure; and (d) removing said top cover and said soil-fluidizing and removal means. 12. A caisson according to claim 6 including a conductor guide located centrally of the base and a backfill prevention tube connected thereto and extending upwardly and centrally of the caisson to prevent material from below the base from backfilling the caisson. 13. A subsea caisson for installation in a seabed comprising, an elongated cylindrical housing having a removable top and a base mounted for rotation inwardly of the lower end of the cylindrical body, said base having a plurality of cutters on its lower surface for engaging the surface of the seabed; bearing means on the inner wall of said caisson mounting said base means thereto; a water jet manifold ring and a plurality of jet means mounted on the caisson wall below said base. 14. A subsea caisson according to claim 13 including a backfill tube and conductor guide located centrally of the base and a backfill prevention tube connected thereto and extending upwardly and centrally of the caisson to prevent material from below the base from backfilling the silo.