This is a non-provisional application based upon U.S. provisional patent application Ser. No. 62/425,310, entitled “FLEXIBLE TOP CAP FOR A POOL”, filed Nov. 22, 2016, which is incorporated herein by reference.
1. Field of the Invention
The present invention relates to the construction of on-ground swimming pools, and more particularly, to a pool retaining wall reinforcing and support system having a flexible top cap.
2. Description of the Related Art
On ground pools, also known as partially or semi in ground pools, are generally constructed from a bottom floor section, a retaining wall, and a pool liner in order to create a reservoir and hold water therein. The defining feature of on ground pools is that they may be at least partially buried in the ground, for example at a depth ranging from a few inches to almost the complete height of the retaining walls of the on ground pools. On ground pools can be adapted to a variety of terrains, such as sloping hills, because the retaining wall may be buried at varying depths. Unlike in ground pools, on ground pools do not necessitate a concrete walkway around the perimeter of the pool, and thereby on ground pools may be fitted with various types of surrounding walkways, patios, decks, etc.
The design of on ground pools can be limited due to the structural support members reinforcing the retaining wall. Some on ground pools may have a retaining wall that is buttressed by multiple vertical beams on the outer perimeter of the retaining wall. Also, some on ground pools may have a retaining wall with a top surface or upward-facing flange that is reinforced by top rail sections. These top rail sections generally match the shape of the wall and cover the entire perimeter of the pool. Top rail sections may be in the form of panels with a uniform shape, for example a rectangular shape. If the pool has a curved profile, then the top rail sections may be bent to match the profile of the pool retaining wall. Hence, the shape of on ground pools may be limited to simple configurations, e.g. rectangles or polygons, because of how the retaining wall is reinforced by the vertical supports and top rail sections.
Generally, the paramount advantage of an on ground pool compared to an in ground pool is that the installation of an on ground pool costs significantly less than the installation of an in ground pool, due to the more simplistic installation process of the on ground pool. However, even though on ground pools have the advantage of cost-savings, the cost of construction of some on ground pools can be inflated. If a particular on ground pool has a complex design, it typically requires an increased number of parts and a more intensive assembly process, which ultimately increases the overall cost of construction. For instance, to reinforce the complex design of a retaining wall, a greater number of rail sections must be used, bent to follow the complex design of the retaining wall, and installed on the retaining wall. Further, the assembly process of such an on ground pool can be more toilsome and potentially impossible for a single person to construct because of the numerous rail sections. Thereby, the construction process may necessitate a multi-person crew, which in turn inflates the overall assembly cost as well.
What is needed in the art is an economical reinforcing and support system for an on ground or above ground pool that allows for numerous design possibilities.
The present invention provides a reinforcing and support system for an above ground or on ground pool that has flexible top caps which are both flexible to accommodate multiple pool designs and non-compressible to provide structural support for the retaining wall. Each flexible top cap includes a shell body with an outer periphery and an internal truss structure. The reinforcing and support system of the present invention can aptly reinforce advanced contours and decrease the overall construction cost.
The present invention in one form is directed to a pool including a support wall having a top end and a wall profile, and a reinforcing system for reinforcing the support wall. The reinforcing system includes a plurality of top caps attached to the top end of the support wall. Each top cap includes a shell body with a peripheral surface and at least one internal truss member such that each top cap is laterally flexible.
The present invention in another form is directed to a reinforcing system for a pool having a wall with a top end and a wall profile. The reinforcing system includes a plurality of top caps configured for attaching to the top end of the wall. Each top cap includes a shell body with a peripheral surface and at least one internal truss member such that each top cap is laterally flexible.
The present invention in yet another form is directed to a method for reinforcing a pool with a wall having a top end and a wall profile. The method includes the steps of providing a reinforcing system configured for reinforcing the wall. The reinforcing system includes a plurality of top caps configured for attaching to the top end of the wall. Each top cap includes a shell body with a peripheral surface and at least one internal truss member such that each top cap is laterally flexible. The method includes the further steps of flexing at least one top cap of the plurality of top caps for following the wall profile of the wall, and attaching the plurality of top caps to the wall of the pool.
An advantage of the present invention is that more complex and advanced design contours can be achieved, resulting in a more aesthetically pleasing above ground or on ground pool.
Another advantage of the present invention is that the assembly process is streamlined and made easier as there are fewer parts involved in reinforcing and supporting the retaining wall of the pool.
The above-mentioned and other features and advantages of this invention, and the manner of attaining them, will become more apparent and the invention will be better understood by reference to the following description of embodiments of the invention taken in conjunction with the accompanying drawings, wherein:
Corresponding reference characters indicate corresponding parts throughout the several views. The exemplifications set out herein illustrate embodiments of the invention, and such exemplifications are not to be construed as limiting the scope of the invention in any manner.
Referring now to
The top caps 18 are attached to the top flange 12A, of the support wall 12. The top caps 18 cover and support the support wall 12. Each top cap 18 generally includes a shell body 24 with an inner surface 24A, a peripheral surface 24B, an outer lip portion 24L, and an internal truss structure 26 such that the top caps 18 are flexible. For example, the top caps 18 may be laterally flexible in a lateral direction, denoted by arrow LD (
The bottom of the shell body 24 attaches to the top flange 12A of the retaining wall 12. The shell body 24 may be in the form of a semi-circle in which the peripheral surface 24B is curved. However, the shell body 24 may be in the form of various other shapes including rectangles, triangles, semi-hexagons, etc. The shell body 24 may be made from a semi-deformable material, e.g. a flexible plastic or a composite material, such that the top caps 18 are both laterally flexible for following the wall profile of the support wall 12 and non-collapsible for reinforcing the support wall 12. In other words, the top caps 18 may bend from side to side in the lateral direction LD, and the top caps 18 may not significantly translate downwardly under a downwardly acting force F (
If the shell body 24 is composed of a plastic material, the plastic used may have a durometer reading between a range of 90-100, for example 95±3. The plastic material used may be a thermoplastic polymer, such as the Dupont™ Hytrel® TPC-ET thermoplastic elastomer. In the present embodiment, the widths of the shell body 24 and the internal truss members 26 is approximately 0.125″; however, the width of the shell body 24 and the width of the internal truss members 26 may vary between 0.0625-0.25″. The width of the internal truss members 26 may match or differ the width of the shell body 24. Also, the width of the shell body 24 and/or the internal truss members 26 may vary depending upon the plastic or composite material being used.
The outer lip portion 24L of the top cap 18 extends downwardly beyond the bottom surface of the shell body 24, i.e., downwardly past the top flange 12A of the support wall 12, and adjacent to the outer surface 12C of the support wall 12. The outer lip portion 24L may directly contact the outer surface 12C of the support wall 12, or a gap may exist between the outer surface 12 and the outer lip portion 24L. It should be appreciated that the outer lip portion 24L may be monolithically formed with the shell body 24, or the outer lip portion 24L may be a separate piece which couples to the shell body 24 of the top cap 18.
The internal truss structure 26, e.g. an internal ribbing structure, may include one or more truss or rib member(s) 28 to provide additional support for the shell body 24. In the present embodiment there are two truss members 28; however, it is conceivable to use more than two truss members 28. As shown, the widths of each truss member 28 have substantially the same width of the shell body 24; however, the truss members 28 may have a thinner or thicker width than the shell body 24. The truss members 28 may extend the full length or intermittently at set intervals throughout the shell body 24. The internal truss structure 26 may be monolithically formed with the shell body 24. Alternatively, it is conceivable that the internal truss structure 26 may have a differing plastic composition, for example a more rigid plastic material, or the internal truss structure 26 may be composed of a different material than the material of the shell body 24.
The pool liner support member 20 may be attached to the inner surface 12B of the support wall 12. The pool liner support member 20 may be configured for attaching and supporting the pool liner 14 of the pool 12. The pool liner support member 20 may be at least partially covered by the top caps 18 as the top caps 18 extend beyond the inner surface 12B of the support wall 12. The pool liner support member 20 may include a bead 30 in which a portion of the pool liner 14 is inserted in order to affix and support the pool liner 14 relative to the support wall 12. The bead 30 may be subsequently crimped or bent upwardly to better affix and seal the pool liner 14. The pool liner support member 20 may be connected to the support wall 12 by adhesives and/or fasteners 32, such as screws. The pool liner support member 20 may be composed of any desired material, such as a plastic, composite, or metal material. For example, the pool liner support member 20 may be composed of aluminum or an aluminum alloy.
Referring now collectively to
Referring now
The peripheral surface 44B of the shell body 44 has an opening 48 formed therein for receiving at least a portion of the flooring 42. The opening 48 may be in the form of a cutout or a slot which is wide enough for the flooring 42 to fit therethrough. The opening 48 may extend along a part of or along the full length of the top cap 40. Additionally, there may be one or multiple opening(s) 48 within the top cap 40. As shown, the opening 48 is located at the outwardly facing region of the peripheral surface 44B, and the opening 48 extends from bottom of the shell body 44 to the channel 34. The opening 48, however, may be smaller such that the opening 48 does not extend up to the channel 34.
The internal truss structure 46, in the region of the opening 48, may include a single truss or rib member 50. This way, the flooring 42 may extend inwardly, from left to right as shown in
Referring now to
The method of installing the top caps 18, 40, 60 of the present invention may include the following steps. For brevity of description, the method is described with respect to the embodiment of the top caps 18 as described above. Initially, holes 72 may be drilled in the top caps 18. For example, a first set of holes 72 may be drilled through the bottom surface of the channel 34. Thereby, fasteners 74, such as bolts or self-tapping screws, may be inserted through the holes 72 and screwed through the bottom surface of the shell body 24 to affix the top cap 18 to the top flange 12A. It should be appreciated that a second set of corresponding holes may or may not be drilled through the bottom surface of the shell body 24 (not shown). Further, it should be appreciated that the top flange 12A may or may not have holes 70, which may be drilled in the top flange 12A of the support wall 12 in order to receive the fasteners 74 (
While this invention has been described with respect to at least one embodiment, the present invention can be further modified within the spirit and scope of this disclosure. This application is therefore intended to cover any variations, uses, or adaptations of the invention using its general principles. Further, this application is intended to cover such departures from the present disclosure as come within known or customary practice in the art to which this invention pertains.
Number | Name | Date | Kind |
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3524291 | Rozanski | Aug 1970 | A |
4158244 | Stefan | Jun 1979 | A |
4167084 | Brunton | Sep 1979 | A |
4901492 | Coates | Feb 1990 | A |
20030000166 | Arignon | Jan 2003 | A1 |
20030009822 | Coates | Jan 2003 | A1 |
Number | Date | Country | |
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20180142485 A1 | May 2018 | US |
Number | Date | Country | |
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62425310 | Nov 2016 | US |