This application relates to methods and apparatuses for constructing boat ramps.
Installing a boat ramp on a bank of a body of water is a complicated undertaking. Inasmuch as a portion of the ramp will be under water, one cannot simply place forms and pour concrete in the usual manner. In a typical installation, a boat ramp is formed of precast concrete planks that are placed on a slope extending into the water. The placement of these planks requires the use of heavy machinery, which may not be readily accessible on the bank of a body of water. Upon installation and over time, the cement planks may settle into the bank and floor of the body of water. As they do so, sand and other sediment is pushed out and the action of waves carries it away, thereby eroding the bank and floor of the body of water.
Once in place, the concrete planks are not readily removable. In addition to requiring the use of heavy machinery, removal may require digging out the concrete planks. Once removed, remediation of the bank and floor of the body of water may also be required due to settling of the planks and damage caused by the machinery used.
It would be an advancement in the art to provide an improved approach to the design and installation of boat ramps that would reduce bank erosion or provide for ready removal.
In one aspect of the invention, a boat ramp includes a plurality of hollow planks coupled to one another such that upper surfaces thereof define a drivable surface. Channels extend between adjacent planks of the plurality of hollow planks effective to enable fluid communication between the adjacent planks. The plurality of channels may include a flexible material. The plurality of hollow planks may also be coupled to one another by means of first and second cables each engaging first and second ends, respectively, of each of the plurality of hollow planks. For example, sleeves may be mounted to the first and second ends of the plurality of hollow planks in a fixed or rotatable manner. A first cable extends through the sleeves secured to the first ends and a second cable extends through the sleeves secured to the second ends.
In one aspect of the invention fluid vessels are used for the right amount of buoyancy in conjunction with planks on top of at least some of the vessels. Preferably the planks form the top wall of the vessels.
In another aspect of the invention, the sleeves each have a post secured thereto and the first and second ends of the plurality of hollow planks include brackets defining an aperture having the post secured therein. A wear pad, such as a ultra high molecular weight (UHMW) pad, may secure to the bracket. The wear pad may be positioned around the aperture and be interposed between the bracket and a head of the post. Wear pads, such as UHMW pads may also be mounted to the first and second pluralities of sleeves and be positioned around the post between the sleeve and the bracket.
In another aspect of the invention, the hollow planks include a number of internal stiffening elements. The stiffening elements may include cutouts or be otherwise shaped to allow fluid flow there around.
In another aspect of the invention, barriers, which may be stiffening plates, may divide the plurality of planks into left and right hand portions. Right hand channels may couple right hand portions of adjacent planks to one another and left hand channels couple left hand portions of adjacent planks to one another. An end plank may lack a barrier and provide a channel for fluid flow between the right hand portions and the left hand portions.
In use, at least a portion of the plurality of hollow planks is filled at least partially with water. For example, at least a portion of the plurality of hollow planks may be at least half-full of water, preferably between 90 and 100 percent full of water. Since the planks are filled with water, when a wave strikes them, the planks transfer the wave energy through them and slightly shift to stay on top of the sand.
Methods for using the boat ramp are also disclosed and claimed herein.
Preferred and alternative examples of the present invention are described in detail below with reference to the following drawings:
Referring to
The planks 12 are joined together as shown to form a drivable surface. An upper surface of the planks 12 may be textured, coated, or have grip enhancing structures secured thereto in order to provide traction to a vehicle driven thereon. The upper surfaces of the planks 12 may be substantially flat, such as for a plank 12 with a rectangular cross section. However, the upper surfaces of the planks 12 may also be slightly rounded or have some other shape. As shown, the planks 12 are placed adjacent one another having the longitudinal axes thereof parallel to and offset from one another. The longitudinal axes of the planks 12 may be perpendicular to a direction of travel along the planks 12 as shown in
In some embodiments, each plank 12 may define openings that are selectively openable to permit inlet and outlet of water and air. In the illustrated embodiment, the planks are coupled to one another to form both a drivable surface and a continuous channel. For example, a plurality of planks 12 may be arranged in a row adjacent to one another having the longitudinal axes thereof parallel to and offset from one another. The planks 12 are positioned between end planks 14a, 14b. An end plank 14a defines at least one opening 16a, preferably two openings 16a, 16b. A second end plank 14b is located at an opposite end from the end plank 14a. Each plank of the planks 12, 14a, 14b is secured to any adjacent planks by means of channels. In the illustrated embodiment, the channels include left channels 18a and right channels 18b. The planks 12 and 14a may further include a barrier 20 secured between right and left hand portions thereof, such that one or more points of entry for left channels 18a are on one side of the barrier 20 and are isolated from the other side of the barrier 20 that defines one or more points of entry for the right channels 18b.
In the illustrated embodiment, the end plank 14b (the plank preferably placed furthest from the shore) does not include a barrier 20 and provides a duct for fluid communication from the left hand portions of the planks 12 and the right hand portions thereof. For example, as shown by the flows 22, water or air input through the opening 16a in a left hand portion of the plank 14a will flow through the left hand portions of the planks 12, through the left channels 18a to the end plank 14b. The water or air will then flow out of the end plank 14b, through the right hand portions of the planks 12, through the right channels 18b, and out of the opening 16b formed in the right hand portion of the plank 14a.
In use, water may be pumped into the aperture 16a and air displaced thereby allowed to escape through the aperture 16b, or vice versa, when sinking the boat ramp 10 during installation. To facilitate removal of the boat ramp 10, air may be pumped into the aperture 16a to purge water out through the aperture 16b, or vice versa, when removing the boat ramp 10.
Any method known in the art may be used to couple the planks 12, 14a, 14b to one another. In some embodiments, the tubes defining the channels 18a, 18b may be of sufficient strength to couple the planks 12, 14a, 14b together. The planks 12, 14a, 14b may also be secured to one another by hinges or other flexible structure. A flexible coupling between the planks allows them to “snake” into the water as some planks start to sink as they are filled with water or some planks start to rise as they are removed by filling with air. In the illustrated embodiment, couplers 24 secure to each end of each planks 12, 14a, 14b either rigidly or rotatable about an axis parallel to a longitudinal axis of the planks 12, 14a, 14b. A left cable 26a and a right cable 26b engage the couplers 24 on the left and right hand sides, respectively, of the planks 12, 14a, 14b. In the illustrated embodiment, the couplers 24 are sleeves 28 secured to ends of the planks 12, 14a, 14b and the cables 26a, 26b extend through the sleeves 28 on each side of the planks 12, 14a, 14b. The cables 26a, 26b may be free to slide within the sleeves 28 or sliding may be hindered or prevented, such as by means of a setscrew or other retention device. Where the sleeves 28 are not prevented from sliding along the cables 26a, 26b, stops 30 may be fastened to end portions of the cables 26a, 26b, e.g. distal of the end plank 14b. The stops 30 may be of sufficient width to prevent sliding of the sleeves 28 thereover.
Referring to
As noted with respect to
Referring to
The post 44 may be secured to the sleeve 28 in a removable or non-removable fashion. For example, the sleeve 28 may define a threaded aperture 50 to receive a setscrew that engages the post 44. Alternatively or additionally, a setscrew secured in the aperture 50 may engage a cable 26a, 26b to hinder movement of the sleeve 28 relative to the cable 26a, 26b. In a like manner, a post head 46 may be permanently secured to the post 44 by means of welds or monolithic formation therewith. The post head 46 may also secure to the post 44 by means of threaded engagement with the post 44 or other removable fastening means.
The bracket 52 may define an aperture 58, such as in the offset plate 54, for receiving the post 44. A wear pad 60 may secure to the offset plate 54 around the aperture 58. The wear pad 60 may be formed of a material that one or both of provides cushioning and reduces wear due to friction, such as a polymer material. For example, in one preferred embodiment the wear pad 60 is formed of an ultra high molecular weight (UHMW) polymer. In use, the wear pad 60 is positioned between the head 46 of the post 44 and the offset plate 54. The wear pad 48 may be positioned between the sleeve 28 and the offset plate 54 in when the sleeve 28 and bracket 52 are assembled.
Referring to both
Referring to
The threaded tube 68 defines a channel 70 that is aligned with or substantially overlaps the aperture 64. The threads of the threaded tube 68 may be internal threads or external threads. A hydraulic hose may secure to the threaded tube 68. For example, a threaded portion 72 defining a channel 74 may be secured to a hose 76 implementing a channel 18a, 18b. The threaded portion 72 may be formed of a metal or rigid polymer and the hose 76 may be formed of a resilient polymer that may be reinforced with fibers or metal wires. The threaded portion 72 may be engaged with the threaded tube 68 in order to mount the hose 76 the wall 62 of a plank 12, 14a, 14b.
In some embodiments, rather than threads, the threaded tube 68 may define cylindrical barbs over which a polymer hose 76 may be forced. The resilience of the hose 76 will maintain the hose 76 in engagement with the cylindrical barbs and resist removal. In a like manner the hose 76 may secure to the threaded portion 72 by means of cylindrical barbs formed thereon as known in the art.
As shown in
Referring to
Referring to
In some embodiments, depending on the density of the plank material and other structure, the planks 12, 14b are not completely full of water such that they are neutrally buoyant or otherwise press down less on the slope 78 than would otherwise be the case. In this manner, rather than settle into the sand or sediment, the planks 12, 14b may rest lightly on the surface of the sand or be suspended due to near-neutral buoyancy above the slope 78. In this manner, erosion and damage of the slope 78 is reduced. For example, a portion of the planks 12 in the water 80 may be at least half-full of water. In a preferred embodiment, at least some of the planks 12 in the water 80 are between 90 and 99 percent (or essentially 100%) full of water by volume. In some embodiments, planks 12, 14a that are not in the water 80 may also be partially or completely filled with water in the same manner as for planks 12, 14b in the water 80. Filling planks 12, 14a on the slope 78 but not in the water 80 may prevent shifting and movement of these planks 12, 14a. Achieving a plank density only slightly greater than the water density tends to keep the planks on top of the bed surface (sand, etc) of the body of water such that wave action shifts the sand beneath the planks rather than buries the planks under the sand.
Besides the density being a factor in avoiding the planks becoming buried under the bed surface of a body of water, the fact that the planks are filled with water helps to keep them from settling under the bed surface. As a wave strikes the submerged planks or vessels, the wave energy is transferred through the planks causing them to slightly snake or shift on the bed of the body of water. This wave action (energy transfer) through fluid in the planks or vessels helps keep the planks from sinking into the ground (sand, etc.).
Once installed, a trailer 92 for transporting watercraft may then be impelled up and down the boat ramp 10. In some embodiments, the boat ramp 10 may also support a towing vehicle 94 coupled to a trailer 92. In some embodiments, the planks 12, 14a, 14b may be lightweight and therefore unsuitable for larger watercraft and vehicles. However, in such embodiments, the portability and ease of installation of the disclosed boat ramp 10 may advantageously enable the use of relatively large watercraft (e.g. those not transportable by hand) in bodies of water that are undeveloped or inaccessible by equipment used to install conventional boat ramps. In other embodiments, the planks 12, 14a, 14b may of sufficient strength and size to accommodate any boat that could be towed on public roads and vehicles for towing such boats.
While the preferred embodiments of the invention have been illustrated and described, as noted above, many changes can be made without departing from the spirit and scope of the invention. Accordingly, the scope of the invention is not limited by the disclosure of the preferred embodiment. Instead, the invention should be determined entirely by reference to the claims that follow.
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Number | Date | Country | |
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20140270959 A1 | Sep 2014 | US |