Stacked concrete marine structure

• US 4,422,803 A
• Filed: 11/30/1981
• Issued: 12/27/1983
• Est. Priority Date: 11/30/1981
• Status: Expired due to Fees

• Current Assignee: Global Marine Incorporated (Transocean Limited)
• Original Assignee: Global Marine Incorporated (Transocean Limited)
• Inventors: Wetmore, Sherman B.
• Primary Examiner(s): CORBIN, DAVID
• Application Number:
  US06/325,778
• Time in Patent Office: 757 Days
• Field of Search: 405/203, 405/204, 405/210, 405/252, 405/205, 405/207, 405/211, 52/167, 52/285, 52/726, 114/65 A, 114/256, 114/257
• US Class Current: 405/204
• CPC Class Codes: E02B 17/025 Reinforced concrete structures E02B17/021 takes precedence
• CPC Class Codes: E02B 2017/0086 Large footings connecting several legs or serving as a reservoir for the storage of oil or gas
• CPC Class Codes: E02D 23/02 Caissons able to be floated on water and to be lowered into water in situ floating caisson foundations E02D27/06

Abstract

A concrete offshore structure located in a body of water of selected depth and extending from a bed defining the bottom of the water body to above the water surface comprises at least two similar prefabricated concrete modular subassemblies interconnected in a vertical arrangement in such manner to define a horizontal interface between each such pair of subassemblies. vertically disposed shear resistant pin means between the subassemblies and cement at the interface secure them together.

A method for deploying such a structure includes towing the subassemblies offshore, mating them, and towing the assembled structure to the selected offshore installation site.

Claims

1. A concrete offshore structure located in water of selected depth and extending from a surface defining the bottom of the water body to above the water surface and comprising at least two similar prefabricated concrete modular subassemblies interconnected in a vertical arrangement in such manner to define a horizontal interface between each such pair of subassemblies,, vertical guide tubes cooperatively disposed in each of said subassemblies, said guide tubes adapted to at least partially register with one another when said subassemblies are vertically arranged, a shear pin adapted to be received by said cooperating guide tubes to prevent relative movement between said subassemblies, said shear pin having a leading edge to positively align said cooperating guide tubes and thereby said subassemblies when received into said guide tubes, and cement between each such pair at each interface for securing the members of each pair together.

2. A concrete offshore structure according to claim 1 wherein each subassembly defines at least one liquid storage tank, and further comprising stored liquid and water piping means to each tank arranged for supplying stored liquid and water to the tanks to maintain selected tanks filled with liquid.

3. A concrete offshore structure according to claim 2 wherein the liquid storage tank comprises a plurality of substantially parallel vertical cylinders.

4. A concrete offshore structure according to claim 1 wherein the internal volume of each subassembly comprises a plurality of substantially parallel vertical cylinders interconnected by a plurality of vertical walls.

5. A concrete offshore structure according to claim 2 wherein there are four liquid storage tanks in each subassembly.

6. A concrete offshore structure according to claim 2 wherein the stored liquid and water piping means associated with each tank is operable hydraulically separately from the stored liquid and water piping means associated with the remaining tanks.

7. A concrete offshore structure according to claim 2 wherein the at least one liquid storage tank associated with each of said vertically arranged subassemblies in the offshore structure is kept essentially full of fluid during substantially all phases of operation.

8. A concrete offshore structure according to claim 4 wherein at least one vertical cylinder in one subassembly and a vertical cylinder in the other of said subassemblies cooperate to define an access trunk when said subassemblies are aligned, a portion of the stored liquid and water piping means associated with each liquid storage tank is disposed in the interior of said access trunk.

9. A concrete offshore structure according to claim 8 wherein each such access trunk is disposed centrally of its associated liquid storage tank.

13. A concrete offshore structure according to claim 1 wherein the uppermost of said vertically arranged subassemblies has at least one wall arranged to face the prevailing direction of severe weather conditions, said uppermost subassembly having a sand filled compartment adjacent to and reinforcing said one wall.

10. A method for deploying a concrete offshore structure at a selected location in a body of water of selected depth to extend from a bed defining the bottom of the water body to above the water surface, the structure when assembled being comprised of two similar prefabricated concrete modular subassemblies interconnected in a vertical arrangement in such manner to define a horizontal interface between such pair of subassemblies, the method comprising:

(a) floating such pair of subassemblies separately and individually in a channel of water having access to the selected assembly location;

(b) positioning a first modular subassembly of such pair while floating over a selected place of assembly located in water of a selected depth greater than the height of the subassembly;

(c) ballasting the first modular subassembly sufficiently to submerge it to contact the bed defining the bottom of the water body at the place of assembly, wherein substantially all of the lower surface of the first modular subassembly contacts the bed;

(d) positioning a second modular subassembly of such pair floating over the submerged first subassembly at the place of assembly;

(e) ballasting the second modular subassembly sufficiently to lower it proximate to the first subassembly;

(f) disposing a plurality of rigid shear resistant pins between the first and the second subassemblies to bring them into essential vertical alignment, thereby defining a horizontal interface between the subassemblies;

(g) further ballasting the second subassembly to contact the subassemblies along essentially all of their horizontal interface;

(h) deballasting the subassemblies sufficiently to bring the horizontal interface above the surface of the water while maintaining intimate contact of the subassemblies along the interface;

(i) securing the subassemblies together to form a unitary floating structure; and

(j) ballasting the structure sufficiently to bring essentially all of its bottom surface into contact with the bed defining the bottom of the water body, whereby the structure is deployed.

11. A method according to claim 10 wherein the location where the structure is deployed in step (j) is removed from the selected place where the structure is assembled during steps (b) through (i), and further comprising between steps (i) and (j), the step of transporting the floating structure from the place of assembly to a selected place of deployment in water of a selected depth which is less than the vertical dimension of the structure.

12. A method according to claim 10 wherein the offshore structure is relocated after initial deployment, and further comprising, after step (j):

(k) deballasting the structure sufficiently to float it while maintaining the horizontal interface in intimate essential contact;

(l) transporting the floating structure to a second selected place of deployment in water of selected depth; and

(m) repeating step (j) to deploy the structure at the second place of deployment while maintaining said intimate essential contact.