The present novel technology relates generally to the field of fiberglass materials, and, more particularly, to a method and apparatus for providing a beach entry area for in-ground fiberglass pool bodies.
Preformed fiberglass swimming pools offer many advantages over vinyl liner and in-situ formed shotcrete or concrete walled swimming pools. Fiberglass pool bodies may be quickly and inexpensively formed and require considerably less effort to put into the ground. Recently, there has been increased interest in swimming pools having a preformed shallow entry area beginning flush with the outside ground at the pool edge and extending into the pool at a shallow angle, such that a swimmer may walk into the pool enjoying a slow and steady entry into the pool as the water gradually becomes deeper. Such an entry area is commonly known as a ‘beach entry’. Beach entries are relatively easy to form in concrete pools, as the concrete may be poured and spread to yield a shallow angled beach entry floor extending from the outer edge or lip of the pool into the main pool body. However, such a beach entry area has been elusive in preformed pools, as the lip/flange has to perform other functions, such as engaging poured concrete forming an upper sidewalk around the pool that partially anchors the fiberglass pool in place, engaging and directing backfill around the exterior of the preformed pool body, providing structure to the pool body and/or providing a level surface for orienting the pool body in the excavation.
Thus, there remains a need for a method and apparatus that would allow easy installation of a preformed fiberglass swimming pool body with a preformed unitary, or after-market, accessory allowing beach entry. The present novel technology addresses this need.
The present novel technology relates to a method and apparatus for providing shallow angle beach entry into a fiberglass swimming pool body. One object of the present novel technology is to provide an improved fiberglass swimming pool system. Related objects and advantages of the present novel technology will be apparent from the following description.
For the purposes of promoting an understanding of the principles of the novel technology and presenting its currently understood best mode of operation, reference will now be made to the embodiments illustrated in the drawings and specific language will be used to describe the same. It will nevertheless be understood that no limitation of the scope of the novel technology is thereby intended, with such alterations and further modifications in the illustrated device and such further applications of the principles of the novel technology as illustrated therein being contemplated as would normally occur to one skilled in the art to which the novel technology relates.
The present novel technology relates to an assembly 10 for allowing gradual entry into a fiberglass bodied swimming pool 15, as illustrated in
Flange assembly includes a (typically elongated) flange riser 50, which extends generally parallel with the inner wall 35 and perpendicular to the top wall 45, typically extending between 1 and 5 inches, more typically between 2 and 4 inches, beyond top wall 45. The flange riser 50 is typically not endless. Flange riser 50 is typically formed flush with inner wall 35, and may be formed as an extension of inner wall 35. Flange riser 50 typically extends beyond the top wall 45 of the flange 25 an equal distance to the thickness of bricks, concrete, pavers, wood, combinations thereof, or like finishing material 55 to be emplaced around the perimeter of the swimming pool body 15 once positioned in the ground to define a deck 57. The finishing material 55 is typically positioned over the lip 60 extending perpendicularly from outer wall 45 (typically several inches), so as to assist in anchoring the pool body in place and providing a counter-force opposing groundwater buoyancy forces that may act to push the pool body 15 out of the ground when water levels are low. The pool body 15 is first anchored in place by a concrete pour over the lip 60 to define an anchoring bond beam 65 that surrounds and locks the pool body 15 in place. The additional finishing material 55 is positioned over the bond beam 65 and defines a deck, walkway, or the like 57 leading to the edge of the pool body 15. Flange assembly 30, riser 50, and shallow ramp 20 are typically formed of fiberglass, and are more typically integrally formed with the pool body 15.
Beach entry ramp 20 extends from the top edge 75 of the riser 50 into the pool at a shallow angle of decline into the pool, typically between five and ten degrees, more typically about seven degrees, although any convenient angel may be elected, for a predetermined distance, typically between four and twelve feet, more typically between six and ten feet, still more typically about eight feet, and then drops off at a greater angle, often about ninety degrees, defining deeper water and mimicking a shelf drop-off.
In some embodiments, a top insert member 90 may be positioned over the beach entry ramp 70, covering the riser 50 and extending therefrom over the shallow ramp portion 20 to adjust the effective coping height of the riser 50 to accommodate variations in deck 57 thickness. (See
In some embodiments, a support structure/backfill eliminator body 100 is positioned beneath the shallow ramp 20 to increase stability, increase ease of installation, and decrease the amount of backfill required to install the pool body 15. The support structure 100 also reduces or eliminates flexure of the shallow ramp when in use.
The support structure 100 is typically a generally hollow housing or body with one or more apertures 105 formed therethrough and is typically made of a lightweight structural material, such as fiberglass, aluminum, or the like, although the support structure 100 may simply be one or more structural members or pillars. Typically, at least one, and more typically a plurality, flexible, tough sheet segment 110 is securely bonded to one or more exterior sidewalls 115 of the support structure 100 for extension therefrom. The support structure 100 is more typically an open-topped enclosure, with the shallow ramp portion, when connected thereto, defining an enclosing top.
Typically, an anchor member 110, such as one or more flexible sheets of geotextile, fiberglass, or like material and/or a rigid anchoring flange formed from fiberglass, aluminum, or like material, or the like, is operationally connected to the support structure 100 to extend therefrom for burial with backfill to assist in anchoring and stabilizing the support structure 100 and the pool body 15. Likewise, anchor members 110 are typically operationally connected to the pool body 15 for extension therefrom and burial with backfill to likewise anchor the pool body 15 in place.
In operation, the pool body 15 is emplaced in an excavation, with a support structure 100 optionally positioned beneath the shallow ramp 20, and the remaining excavation is backfilled with gravel, sand, dirt, and/or the like. In some embodiments, anchor members 110 operationally connected to the pool body 15 and/or the support structure 110 are extended therefrom and buried in the backfill. A bond beam 65 is poured to operationally connect to the pool body 15 and help hold the body 15 in place, and finishing materials are positioned to further assist in anchoring the pool body 15 as well as to define a generally horizontal deck 57 operationally connected to the pool body 15. The deck connects to the top edge 75 of the riser 50 and thus to the shallow ramp 20, to allow a smooth walking transition from the deck 57 into the pool 15 and down the ramp 20 to gradually enter the water.
The pool body 15 may be of any convenient shape, including rectangular, generally rectangular, kidney shaped, round, oval, or the like. The ramp 20 is typically textured to be slip resistant, and may accommodate waders, tanners, as well as chairs and loungers. In some embodiments, the ramp 20 completely replaces stairs for pool entry.
While the novel technology has been illustrated and described in detail in the drawings and foregoing description, the same is to be considered as illustrative and not restrictive in character. It is understood that the embodiments have been shown and described in the foregoing specification in satisfaction of the best mode and enablement requirements. It is understood that one of ordinary skill in the art could readily make a nigh-infinite number of insubstantial changes and modifications to the above-described embodiments and that it would be impractical to attempt to describe all such embodiment variations in the present specification. Accordingly, it is understood that all changes and modifications that come within the spirit of the novel technology are desired to be protected.
Number | Name | Date | Kind |
---|---|---|---|
3497877 | Greenberg | Mar 1970 | A |
3708807 | Chase | Jan 1973 | A |
3793653 | Brooks | Feb 1974 | A |
3823690 | Rynberk | Jul 1974 | A |
3908205 | Chase | Sep 1975 | A |
3962734 | Chase | Jun 1976 | A |
4306394 | Blakeway | Dec 1981 | A |
D298055 | O'Brien | Oct 1988 | S |
5400555 | Kantor | Mar 1995 | A |
5729937 | Mantelli | Mar 1998 | A |
5790990 | Hall | Aug 1998 | A |
20090151066 | Sullivan | Jun 2009 | A1 |
20130014321 | Sullivan | Jan 2013 | A1 |
20170167153 | Paull | Jun 2017 | A1 |
Number | Date | Country |
---|---|---|
02112564 | Apr 1990 | JP |
Number | Date | Country | |
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20190169870 A1 | Jun 2019 | US |