Protective barrier for the protection of offshore marine works, and method of installation of the same

• US 4,963,058 A
• Filed: 05/15/1989
• Issued: 10/16/1990
• Est. Priority Date: 05/13/1988
• Status: Expired due to Fees

• Current Assignee: DORIS Engineering
• Original Assignee: DORIS Engineering
• Inventors: Broughton, Peter, Martin, Jean G. M., Berthin, Jean-Claude, Barbaras, Gerard A. A.
• Primary Examiner(s): Reese, Randolph A.
• Assistant Examiner(s): MCBEE, J
• Application Number:
  US07/351,797
• Time in Patent Office: 519 Days
• Field of Search: 405/210, 405/211, 405/212, 405/217, 405/203, 405/204, 405/205, 405/207, 405/11, 405/12, 405/13, 405/14
• US Class Current: 405/207
• CPC Class Codes: E02B 17/0017 Means for protecting offshore constructions
• CPC Class Codes: E02B 17/0021 against ice-loads
• CPC Class Codes: E02B 17/027 steel structures E02B17/021 takes precedence

Abstract

Protective barrier consisting of at least two ballastable elements (3, 4) adapted to surround at least partially the work to be protected (1).

The height of the individual elements is greater than the water depth. The elements comprise a connection device permitting the structural continuity of the elements after assembly. The protective barrier is entirely independent of the work to be protected. The positioning of the elements around the work is effected by means of a positioning system provided in the sea bed and/or the individual elements of the protective barrier.

Claims

1. A protective barrier for marine works, comprising at least two ballastable concrete elements, at least partially surrounding a work to be protected, of greater height than the depth of water in which said barrier is to be installed, said elements having vertical sides comprising a connection device for structural continuity of the elements after assembly, said elements being independent of the work to be protected, wherein the connection device comprises conjugate teeth formed in the external and internal walls of the corresponding vertical sides of the elements to be assembled, coaxial cylindrical channels vertically penetrating the teeth, locking pins located in said channels, and cement slurry injected into joints of the teeth and the cylindrical channels to produce structural continuity of the protective barrier.

2. Protective barrier according to claim 1, wherein each of the elements comprises respectively convex and concave external and internal walls divided into vertical adjacent cells closed at least at a lower end thereof by a base slab in the form of an annular segment.

3. Protective barrier according to claim 1, wherein at least one of the vertical sides carries at least one part of a docking device consisting of a docking sleeve adapted to slide longitudinally to engage with a docking head.

4. Protective barrier according to claim 3, wherein the docking head of said docking device is carried by a docking pile driven into the seas bead.

5. Protective barrier according to claim 3, wherein the docking head is carried by a vertical side of one of the elements while the docking sleeve is carried by the other element.

6. Method for installing a protective barrier comprising at least two ballastable elements and a connecting device comprising conjugated teeth and coaxial cylindrical channels vertically penetrating the teeth and adapted to receive locking pins, comprising the following steps:

(a) towing an element of the protective barrier to the site;

(b) driving at least three mooring piles into the sea bed, and equipping said piles with mooring lines to be connected to mooring cables attached to the element through the intermediary of winches;

(c) driving at least one docking pile at a definite distance from the work to be protected;

(d) bringing, by maneuvering the cables, the first element of the protective barrier above a docking head so as to effect the engagement of a docking sleeve carried by the element, with the docking head by ballasting the element and vertical movement of that part of the docking sleeve carried by the element;

(e) passing a mooring line between the marine work to be protected and the element so as to position the element by rotation about the docking pile;

(f) bringing the element into position by traction on the mooring line;

(g) repeating the same operations of steps (a) to (f) in order to bring subsequent elements into position;

(h) locking the connection device by the locking pins;

(i) repeating steps (a) to (h) as many times as there are elements;

(j) ballasting the element when connected to make it rest on the sea bed;

(k) injecting a cement slurry into voids between the teeth, between the pins and the cylindrical channels and inside the locking pins of the connection device;

(l) ballasting the elements with solid ballast.