US3486289A

US3486289A - Method for erecting swimming pools

Info

Publication number: US3486289A
Application number: US657875A
Authority: US
Inventors: Ronald M Lavack
Original assignee: RONALD M LAVACK
Current assignee: RONALD M LAVACK
Priority date: 1967-08-02
Filing date: 1967-08-02
Publication date: 1969-12-30
Anticipated expiration: 1986-12-30

Description

Dec. 30, 1969 R. LAVACK 3,486,289

METHOD FOR ERECTING SWIMMING POOLS Filed Aug. 2. 1967 FIG! INVENTOR RONALD M. LAVACK BY 3W9 ATTOR YS nited States Patent M 3,486,289 METHOD FOR ERECTING SWIMMING POOLS Ronald M. Lavack, 4014 Stanley Ave, Allen Park, Mich. 48101 Filed Aug. 2, 1967, Ser. No. 657,875 Int. Cl. E0411 3/18; E04g 21/00 US. Cl. 52--742 3 Claims ABSTRACT OF THE DISCLOSURE The coiled sheet metal side wall for a disassembled above-ground swimming pool is erected rapidly by a single operator who guys the top edge of the side wall sheet metal to the ground by applying braces consisting of clip hooks, guy ropes and stakes driven into the ground at intervals as he unrolls the coiled sheet metal side wall and inserts its lower edge in the slot in the conventional sectional channel bottom rail. This prevents the side wall from collapsing inward during erection, as it otherwise does. The flexible plastic or fabric liner is then installed in the center of the side wall with its outer edges bent over the top edges of the side wall, using the hooks to hold it in place while the sectional channel top rail is superimposed upon them, after which the braces are removed.

In the drawing,

FIGURE 1 is a perspective view of a swimming pool erected by the means and method of the present invention, after removing the side wall braces;

FIGURE 2 is a perspective view of one of the side wall braces;

FIGURE 3 is an enlarged perspective view of the coiled side. wall at the start of its erection;

FIGURE 4 is a perspective view of the swimming pool side wall structure before removing the braces and before inserting the liner;

FIGURE 5 is an enlarged cross-section through the swimming pool side wall after the erection of the side wall and installation of the water-holding liner but before, removing the braces and before installing the top rail; and

FIGURE 6 is an enlarged cross-section through the upper portion of th swimming pool side wall of FIGURE 5 after installation of the top rail.

Referring to the drawing in deail, FIGURE 1 shows a completely erected above-ground swimming pool 10 consisting of a sheet metal side wall 12, the lower and upper edges of which are installed in sectional channel bottom and

top rails

14 and 16 respectively collectively forming a side wall structure 15, and with a liner 18 of flexible sheet material such as sheet fabric or synthetic plastic material for holding the water. The

rails

14 and 16 are of channel cross-section with spaced top flanges defining a slot therebetween.

Hitherto, the erection of such a swimming pool has been carried out by teams of skilled workmen employed by the swimming pool company due to the fact that unless several men are used during the erection, the sheet metal side wall collapses inward and the erection procedure becomes entirely unmanageable. The present invention enables a single individual to erect or dismantle his own swimming pool in a rapid and easy manner by the method and means set forth below.

In erecting the side wall 12 of the swimming pool 10, the present invention makes use of braces or guys 20 placed in succession at intervals around the perimeter of the swimming pool 10 as erection proceeds. Each brace of guy 20 (FIGURE 2) consists of an approximately W- shaped top edge clip hook 22 to which is connected one end of a flexible tension member 24, such as a cable, rope,

3,486,289 Patented Dec. 30, 1969 cord or wire, the other end of which is connected to a stake 26 adapted to be driven into the. ground. The clip book 22 has an approximately U-shaped central clip portion 25 including an arcuate bridge portion 28, approximately parallel downwardly-extending side arms 30, bottom curved portions 32 and upwardly-inclined end portions 34 directed away from one another. The clip hooks 22 are conveniently made of heavy wire or rod stock. The flexible tension member 24 preferably has loops 36 and 38 at its opposite ends with the loop 36 encircling one of the upwardly-inclined clip hook ends 34 and the latter encircling the shank 40 of the stake 26. The stake 26 preferably has a pointed lower end 42 and an enlarged up per end or head 44 which prevents the loop 38 from slipping thereover. The length of each flexible member 24 is about two feet longer than the height of the pool side wall 12.

In erecting the swimming pool 10 of FIGURE 1, the operator first prepares the ground over the area to be occupied by the swimming pool, removing the turf and preferably applying a layer of loose fine gravel or sand. He then lays down the individual sections 46 of the bottom guide rail 14, placing them end to end in a curved path around the intended periphery of the swimming pool with their channels and slots facing upward. The operator then lays out the braces 20 in directions radial to the periphery of the swimming pool and outside the pool area at intervals of three or four feet around the bottom rails 14, with the clip hooks 22 nearest the bottom rail 14 and with the stakes 26 remote therefrom.

The operator then sands the coil 48 of sheet metal side wall material 50 upright near a suitable starting point 52 in one of the bottom guide rail sections 46, and having unrolled a short length of about five feet thereof, he feeds the lower edge 54 thereof through the central slot into the channel of the bottom rail section 46, starting at the lower corners of the vertical end edge 56 (FIGURE 3). While holding the end edge 56 upright, he applies the clip hook 22 of the first brace 20 over the upper edge 58 near the upper corners of the end edge 56, with the flexible tension member 24 thereof extending radially inward and downward toward the proposed center of the pool. He then drives the stake 26 into the ground with the tension member 24 taut. This is the only inward1y-extending brace 20 required, all others being directed outward.

At about the same time, he also applies a second clip hook 22 immediately adjacent the first clip hook but with the flexible tension member 24 extending outward to its stake 26 in the opposite direction, so that the upstanding end edge 56 of the sheet metal 50 is braced outward as well as inward at the starting point 52. The natural tendency for the sheet metal side wall material 50 during erection is to collapse inward toward the center of the swimming pool 10, so that the inner brace 20 is required only at the starting point 56. The outer braces 20, however, are required at intervals of three or four feet around the entire periphery of the pool 10 during its erection, as shown in FIGURE 5.

The operator then unwinds the coil 48 while he continues to insert the lower edge 54 in each end-to-end section 46 of the channel bottom guide rail 14, as shown in FIGURE 3, applying an outer brace 20 at each interval as he proceeds. In this manner he single-handedly guys the sheet metal side wall material to the ground. When the entire roll or coil 48 is unrolled and the side wall 12 is completely erected (FIGURE 4), he joins its

opposite ends

56 and 59 in the usual manner, such as by overlapping, bolting or the like. The operator then builds up a concave mound 60 of dirt or sand against the inside of the side wall 12 (FIGURE 5). He then applies a grooved inner trim strip 62 of rubber or plastic to the upper edge 58 of the side wall 12 to prevent its cutting the material of the liner 18. After this, he removes the inner brace 20 and places the flexible liner 18 in position in the area inside the sidewall 12. He now brings the liner edge portion 64 up to and over the top edge 58, smooths in out to remove wrinkles, and bends it reversely downward in a fold 66, removing the clip hooks 22 in succession as he does so. He then installs a grooved outer trim strip 68 of rubber or plastic over the fold 66 to firmly hold it in place. Finally, he applies each top rail section 70 over the outer trim strip 68, whereupon he can remove the clip hooks 22 of its braces 20. The assembly of the pool is now complete except for the possible addition of the vertical struts or side bars which are supplied with some pools for strengthening the side walls thereof.

While the sheet metal coil is being unrolled, it remains inside the periphery of the pool as defined by the channel bottom guide rail 14 (FIGURE 3). The W-shaped clip hooks prevent marring or denting of the sheet metal 50, not only near its upper edge 58 but also between its top and

bottom edges

58 and 54. Moreover, the slight spring effect of its central clip portion 25 squeezes together the opposite sides of the edge portion 64 of the liner 18 and prevents slippage thereof.

The swimming pool may be disassembled into its several components by reversing the steps of the foregoing method of assembling it. The present invention is preferably being furnished to the user in the form of a pool erection and disassembly kit containing a suitable number of the clip hooks 22 and stakes 26 and a sufficient length of the cord, rope or cable for the tension members 24 for the particular size of pool to be erected.

What I claim is: 1. A method of single-handedly erecting a swimming pool having sheet metal side walls, sectional bottom and top channel rails and a flexible water-holding liner, said method comprising laying down and interconnecting channel shaped bottom rail sections end-to-end in a path on the ground defining the proposed periphery of the swimming pool with their channels facing upward,

positioning a continuous roll of sheet metal upright while inserting the lower corner of its exposed end edge in the channel of one of the bottom rail sections at an assumed starting point.

holding the outer end edge of the sheet metal roll upright while detachably guying the upper corner of said end edge downward to the ground on opposite sides of the bottom rail,

thereafter unrolling the sheet metal by moving the roll along said path while feeding its lower edge of the sheet metal into the channel of the bottom rail.

halting such unrolling and feeding intermittently at successive intervals therealong and, during such halting detachably guying the upper edge of the sheet metal approximately radially downward and outward therefrom to the ground at each of said intervals therealong, joining the meeting ends of the sheet metal to one another upon completing the peripheral path,

reversely bending the marginal edge portions of the liner over the upper edges of the sheet metal while momentarily unguying the sheet metal progressively therealong,

again momentarily unguying the liner-covered upper edge of the sheet metal while applying thereto and joining end-to-end the top rail sections with their channels extending downward over the reverselybent edge portions of the liner, and removing the guying extending inwardly of the side walls.

2. A method, according to claim 1, wherein the guying and unguying is performed by detachably hooking and unhooking the same respectively to the upper edge of the sheet metal.

3. A method, according to claim 1, wherein the top rail sections are reguyed to the ground as each section thereof is applied to the liner-covered top edge of the side wall sheet metal.

References Cited UNITED STATES PATENTS 3,031,801 5/1962 Leathesser 52-742 3,072,921 1/1963 Hegerfeld 52-442 3,225,362 12/1965 Barrera 4-172 3,226,935 1/1966 Schneller 52-169 3,274,621 12/1966 Diemond 52-169 FOREIGN PATENTS 801,950 1958 Great Britain.

HENRY C. SUTHERLAND, Primary Examiner U.S. Cl. X.R.