Anchoring floating structures to an underwater floor
In a general aspect, an anchor includes a tubular body that is formed at least in part of cementitious material and has open and closed ends. The anchor also includes a pad eye coupled to the tubular body and configured to couple to a mooring line. The tubular body includes a base wall, a perimeter wall, and a shear key. The base wall defines the closed end of the tubular body and has first and second surfaces on opposite sides of the base wall. The perimeter wall extends from the first surface of the base wall to the open end of the tubular body, and the shear key extends from the second surface of the base wall. The shear key is configured to penetrate an underwater floor and resist a lateral displacement of the anchor along the underwater floor when penetrated therein.
1. An anchor, comprising:
a tubular body formed at least in part of cementitious material and having open and closed ends, the tubular body comprising:
a base wall that defines the closed end of the tubular body and has first and second surfaces on opposite sides of the base wall,
a perimeter wall that extends from the first surface of the base wall to the open end of the tubular body, the perimeter wall defining an opening into a cavity of the tubular body at the open end, and
a shear key extending from the second surface of the base wall, the shear key configured to penetrate an underwater floor and resist a lateral displacement of the anchor along the underwater floor when penetrated therein; and
a pad eye coupled to a portion of the tubular body and configured to couple to a mooring line, the portion of the tubular body comprising:
an exterior side surface of the base wall, or a surface of the perimeter wall.
2. The anchor of claim 1 , wherein the tubular body extends along an axis and comprises:
a stiffening wall in the cavity that is oriented parallel to the axis, the stiffening wall having first and second wall ends and extending therebetween, the first and second wall ends terminated by the perimeter wall.
3. The anchor of claim 1 , wherein the surface of the perimeter wall is an edge surface of the perimeter wall proximate the open end.
4. The anchor of claim 1 , wherein the portion of the tubular body comprises a center portion of the first surface of the base wall.
5. The anchor of claim 1 , wherein the anchor comprises ballast material disposed in the cavity.
6. The anchor of claim 1 , wherein the cavity is configured to define a volume that, when unfilled, allows the anchor to float when disposed on a body of water.
7. The anchor of claim 1 , wherein the perimeter wall is configured at the open end of the tubular body to receive a lid that covers the open end.
8. The anchor of claim 1 , wherein the shear key comprises a second perimeter wall that is configured to convert the closed end of the tubular body into a second open end.
9. The anchor of claim 8 ,
wherein the second perimeter wall defines an opening into a second cavity of the tubular body, the second cavity configured as a suction chamber of the anchor; and
wherein the anchor comprises a conduit configured to fluidly couple the suction chamber to an exterior of the anchor.
10. The anchor of claim 1 ,
wherein the tubular body has a frustrum shape; and
wherein a diameter of the perimeter wall at the open end of tubular body is less than a diameter of the perimeter wall at the base wall.
11. The anchor of claim 1 , wherein a length of the tubular body is no greater than a maximum diameter of the tubular body.
12. A method of manufacturing an anchor, comprising:
depositing layers of flowable cementitious material on top of each other to form at least part of a tubular body, the flowable cementitious material capable of hardening into solidified cementitious material, the tubular body having open and closed ends and comprising:
a base wall that defines the closed end of the tubular body and has first and second surfaces on opposite sides of the base wall,
a perimeter wall that extends from the first surface of the base wall to the open end of the tubular body, the perimeter wall defining an opening into a cavity of the tubular body at the open end, and
a shear key extending from the second surface of the base wall, the shear key configured to penetrate an underwater floor and resist a lateral displacement of the anchor along the underwater floor when penetrated therein; and
securing a pad eye to a portion of the tubular body, the pad eye configured to couple to a mooring line, the portion of the tubular body comprising:
an exterior side surface of the base wall, or
a surface of the perimeter wall.
13. The method of claim 12 , comprising:
hardening the layers of flowable cementitious material into layers of solidified cementitious material.
14. The method of claim 12 , comprising:
disposing reinforcing elements in the flowable cementitious material before depositing the layers.
15. The method of claim 12 , wherein the tubular body extends along an axis and comprises:
a stiffening wall in the cavity that is oriented parallel to the axis, the stiffening wall having first and second wall ends and extending therebetween, the first and second wall ends terminated by the perimeter wall.
16. The method of claim 12 , wherein the cavity is configured to define a volume that, when unfilled, allows the anchor to float when disposed on a body of water.
17. The method of claim 12 , wherein the perimeter wall is configured at the open end of the tubular body to receive a lid that covers the open end.
18. The method of claim 12 , wherein the shear key comprises a second perimeter wall that is configured to convert the closed end of the tubular body into a second open end.
19. The method of claim 18 ,
wherein the second perimeter wall defines an opening into a second cavity of the tubular body, the second cavity configured as a suction chamber of the anchor; and
wherein the anchor comprises a conduit configured to fluidly couple the suction chamber to an exterior of the anchor.