None
Research and development of this invention and Application have not been federally sponsored, and no rights are given under any Federal program.
Not Applicable
1. Field of the Invention
This invention relates to the shore protective barrier systems, in general, and to the protection of seawalls in the face of heavy storms, in particular.
2. Description of the Related Art
As is well known and understood, one of the consequences of heavy coastal storms is the damage to land areas and houses adjacent to the shoreline. As will also be appreciated, to limit this, extensive effort is periodically taken to erect and maintain effective seawalls to protect against the pounding surf. Erected to heights of 5, 10, and 15 feet or so (depending upon conditions), these seawalls are typically constructed of boulders, building, sidewalk and foundation materials, blacktop surfaces, and whatever else could help stem the flow of the on-rushing tides. Experience has shown, however, that over time, these seawalls tend to break down and the individual restraining materials then become strewn along the beach and land areas separating the seawall from the water's edge. Clean-up, replacement and repair costs of the seawall then continue to extend into the Millions of dollars even while the homes and lands behind the seawall are protected. As will be appreciated, it would be desirable if the seawall could be protected as well as the structures and land masses which they themselves, protect.
As will become clear from the following description, the protective barrier system of the present invention utilizes a plurality of automotive tires filled with concrete, and sunk into the ground as an integrated unit with the individual tires oriented upright in substantially side-by-side relation with one another. A rebar of steel construction traverses horizontally through the single integrated unit to facilitate its grasping so as to allow the tires to be stacked vertically when being filled, and to seat within pilings driven into the ground either above or below the waterline, in any appropriate manner. Preferably composed of used automotive tires, the integrated unit can be joined with like units extending into the ground from a substantially common elevation in forming a row of concrete filled tires. Where appropriate, individual rows can be so formed, one behind the other, similarly sunk into the ground to join with pilings at different elevational positions in forming a laddering of such rows as high as required to meet any pounding surf condition. As the barrier effectively serves as a “break”, offsetting the tires horizontally in one row from that of another serves to provide different channels for water flow in slowing down the impact of a surge, as the oncoming water then has different paths of travel—e.g. along the treads, between grooves of adjacent tires of each row, between the tires of the laddered rows, and through the tires themselves.
In general, therefore, it will be seen that the shore protective barrier system of the invention includes a plurality of automotive tires, along with first means for aligning individual ones of the automotive tires upright in a row substantially side-by-side with one another. Second means are included for joining adjacent tires together in forming a single integrated unit of a first plurality of tires, and of predetermined length. Third means are then utilized, traversing through the predetermined length of the first plurality of tires, for grasping the integrated unit for filling the automotive tires with concrete, and for sinking the opposing ends of the integrated unit into the ground. Two or more such integrated units can be joined together for forming a protective barrier row of tires, while a second pairing of integrated units at a higher elevation can serve in forming a second row of such protective concrete filled tires.
These and other features of the invention will be more clearly understood from a consideration of the following description, taken in connection with the accompanying Drawings, in which:
a-4c are pictorial diagrams helpful in an understanding of a manner of aligning the individual tires of the integrated units and their filling with concrete for sinking into the ground.
Referring to
As will be understood, the cable or rod 24 can also serve in sinking the opposing ends of the integrated unit 12 into the ground. That is, when lifted by the mechanized crane to a horizontal position, the end of the cable or rod 24 extending through the integrated unit 12 could be fitted into a piling sunk into the ground in any appropriate manner, so as to seat the integrated unit 12 on the ground itself—above an existent water line at an ocean or bayside shore, or below the existent water line. The integrated unit 12 then serves essentially as a “break water reef”.
A second such plurality of tires forming a second integrated unit could likewise be aligned colinearly with the first integrated unit, and fitted with a piling for forming a line of concrete filled tires as the needed barrier. In such an arrangement, both integrated units could then seat on the ground at a substantially common elevation in presenting an appearance as shown in FIG. 1.
The pilings in
Whereas the arrangement of
Also, to further slow down any surf that might override each such row in turn, the shore protective barrier system of the invention extends further to offset the tires of each row—from row to row, as shown in FIG. 3. Surf flowing over a first row in the grooves 100 between the adjacent tires 10 would then impact against the flatter portion 102 of the tire in the next higher row progressing from bottom to top. Water flowing up the flatter portion 102 through whatever treads 104 remain in the tires would then similarly be directed toward the offset tread surfaces of the tires above, as well as toward the individual grooves 100 in each higher row. In such construction, as will be seen, the tires of each row sit at a higher elevation than the row below it, but at a lower elevation with respect to the tires in the row above it. While most attractive for seawalls in high, virulent tide areas, the arrangement of
While there have been described what are considered to be preferred embodiments of the present invention, it will be readily appreciated that modifications can be made by those skilled in the art without departing from the scope of the teachings herein. Thus, whereas the integrated tire units of the invention have been set out in the context of protecting an existing seawall, it will be seen that they themselves, when coupled together, can form an effective retainment system of their own—a less expensive barrier system where a seawall construction might be cost prohibitive. For at least such reason, therefore, resort should be had to the claims appended hereto for a true understanding of the scope of the invention.
Number | Name | Date | Kind |
---|---|---|---|
3934540 | Bruner et al. | Jan 1976 | A |
4186913 | Bruner et al. | Feb 1980 | A |
4486121 | Thompson et al. | Dec 1984 | A |
4997309 | Kiselewski | Mar 1991 | A |
5178489 | Suhayda | Jan 1993 | A |
5238325 | Krenzler | Aug 1993 | A |
5370475 | LeBlanc | Dec 1994 | A |
5370476 | Streichenberger | Dec 1994 | A |
5645371 | Marzullo | Jul 1997 | A |
6375387 | Gabor et al. | Apr 2002 | B1 |
6558076 | Liaw | May 2003 | B2 |
Number | Date | Country |
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2275955 | Sep 1994 | GB |
Number | Date | Country | |
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20040208701 A1 | Oct 2004 | US |