The new and improved anchor 10 of the invention comprises a body 12 having opposite ends 14 and 16, a bottom 18, a top 20, and opposite sides 22 and 24.
The body 12 can be described as being part cylindrical having cross-sections taken substantially perpendicular of the bottom 18 being generally part circular. However, other versions of body 12 may have cross-sections which are part elliptical with major and minor diameters which could extend between the top and bottom and transversely between the top and bottom 18, 20 and transversely thereof between the opposite sides 22, 24. In other versions, body 12 is not generally cylindrical or elliptical, but is curved. In all versions, sides 22, 24 and bottom 18 are smoothly curvilinear surfaces continuously curved between opposite sides of top 20.
In contrast, ends 14 and 16 are generally planar. Ends 14 and 16 extend planarly upwardly from bottom 18 to top 20. Ends 14 and 16 angularly extend inwardly toward each other as best shown in
Top 20 is shown in
Bottom 18 is also curved. However, bottom 18 is divided into two substantially equal portions 34, 36 by a seam 32 which extends between opposite extremities 26 and 28 generally midway therebetween. Seam 32 is closer to center line 32 than extremities 26 and 28 such that bottom 18 slopes inwardly of body 12 from its extremities as shown in
Body 12 is hollow and is provided with drainage holes 38 in the bottom 18 midway between seam 32 and extremities 26 and 28 as shown in
Body 12 is weighted adjacent extremities 26 and 28. Weights 40 may take a number of different forms. Weights 40, in one embodiment, may be lead or concrete or another weighted material filling the volume of the extremities 26 and 28 between the periphery 30 and the dashed line 41 indicated in
A smoothly curved retention slide bar 42 is secured at its opposite ends adjacent extremities 26, 28. Slide bar 42 has opposite ends 44 and 46. Ends 44 and 46 are secured to the body 12 adjacent extremities 26 and 28. Slide bar 42 extends from adjacent ends 26 and 28 axially of the body 12 over the top 20 as shown in
In a specific embodiment, the anchor 10 useable for vessels weighing from about 35,000 pounds to about 80,000 pounds measures from extremity 26 to extremity 28 about 32 inches. The body 12 has girth measured about seam 32 of about 29 inches. The drainage holes 38 are each about ⅝ inches in diameter. The slide bar 42 is approximately 28 inches long. In all embodiments, the angle defined by the bottom 18 with the horizontal is between about 10 and about 12 degrees. The angle defined between the bottom 18 and the sides 14 and 16 at each extremity 26 and 28 is between about 30 and about 35 degrees, typically about 32 degrees.
In operation, the anchor 10 is secured to the vessel by the anchor rode 48 extending between the slide bar 42 and a cleat on a vessel 52. The anchor scope, as with other anchors, should vary between a minimum of about 5 to 1 for calm seas to a maximum of about 10 to 1 in more severe conditions. The anchor 10 is lowered over the bow of the vessel 52 and the vessel 52 is allowed to drift with the wind or current or with reversed engines at idle if necessary while the rode is paid out slowly so that it does not plow the anchor 10. When sufficient rode 48 is out, a gradual strain should be taken on the rode 48 to allow the anchor 10 to set or dig in. After snubbing, the rode 48 should be pulled firmly to determine if the anchor 10 is set or dragging.
When strain is taken on the rode 48, the anchor 10 will set into almost any bottom configuration, whether it is mud, sand, rock, gravel, weeds, or any combination thereof. Because of the weights 40 at the extremities 26 and 28, one of the extremities 26, 28 will dig into the bottom. When strain is applied to the rode 48, the shackle or thimble 50 moves to one end of the slide bar 42 or the other, depending on which direction the strain is applied and the extremity 26, 28 adjacent that end of slide bar 42 digs into the bottom. Additional pulling on the anchor merely increases the dig-in in all instances locking the anchor 10 to the bottom.
When ready to hoist the anchor 10, the anchor is approached at slow vessel speed until the vessel 52 is in a vertical position over the anchor 10. As the vessel 52 approaches the anchor 10, the rode 48 is taken in to avoid fouling. Once the vessel 52 is over the anchor 10, the shackle 50 will be positioned over the top 20 of the anchor 10 and the anchor 10 should break out of the bottom easily and be raised to be positioned on the deck. Usually, it is not necessary to tie a trip line to the anchor 10.
The unique structure of the anchor 10 allows the anchor 10 to function as above described. The angle of the bottom 18 means that any motion of the anchor to the left or right as illustrated in
The anchor of the invention is uniquely constructed so as to hold vessels 52 of 2,000 pounds to 65,000 pounds and up in all types of bottom configurations. Because the opposite ends of the anchor 10 are geometrically similar, and the rode 48 is freely movable from end to end of the slide bar 42, the anchor 10 will maintain its hold when the stress on the rode 48 is applied in all 360 degrees about the anchor 10 once it is set. An anchor 10 of the dimensions above has been used in vessels weighing 65,000 pounds and above on a sandy bottom in winds of 45 miles per hour without failure.
While several versions have been disclosed herein, it is to be understood that the versions and variations shown and described are merely illustrative of the principals of the invention and that various modifications may be implemented by those skilled in the art without departing from the scope and spirit of the invention and the claims appended thereto:
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