Swimming pool drain

• US 4,815,888 A
• Filed: 01/05/1988
• Issued: 03/28/1989
• Est. Priority Date: 01/05/1988
• Status: Expired due to Term

• Current Assignee: Stegmeier, William J.
• Original Assignee: Stegmeier, William J.
• Inventors: Stegmeier, William J.
• Primary Examiner(s): Massie, IV, Jerome W.
• Assistant Examiner(s): SMITH, MATTHEW J
• Application Number:
  US07/140,827
• Time in Patent Office: 448 Days
• Field of Search: 404/2, 404/3, 404/4, 404/72, 405/118, 52/12, 52/169.7, 210/163, 210/164, 4/510
• US Class Current: 404/4
• CPC Class Codes: E04F 15/14 Construction of joints, e.g. dividing strips E04F15/02005 takes precedence; sealing joints not restricted to flooring E04B1/68 , construction of joints in roads or airfields E01C11/02
• CPC Class Codes: E04F 17/00 Vertical ducts; Channels, e.g. for drainage pipes in general F16L; pipe-line systems F17D ; drainage devices in floors E03F5/04; roof drainage E04D13/04
• CPC Class Codes: E04H 4/1227 Circumferential gutters

Abstract

A polymer plastic drain apparatus for the aggregate decking areas of a swimming pool. The drain is comprised of an elongated trough adapted for burial in the aggregate and is formed of a bottom wall and parallel spaced apart upright sidewalls terminating at their upper distal ends in a bifurcated formation defining an intervening space of selected cross-section. Adapted to overlie the trough in a removable mounting relation thereto is an apertured grating having elongated skirts downwardly depending from the longitudinal edges thereof. The skirts are insertable within the intervening spacing of the bifurcated trough formation in a springlike interfit enabling the grating to be removed and replaced as appropriate. Internally of the trough are a plurality of longitudinally spaced transversely arranged sleeves extending between openings in the opposite sidewalls. The sleeves enable reinforcing rods to be implaced and embedded in the decking aggregate when poured and serve to anchor the trough in place within the aggregate when set while inhibiting expansion and contraction of the decking in the areas surrounding the drain.

Claims

1. A drain apparatus for receiving and conducting surface drainage from a site in which the apparatus is installed;

a body of polymer plastic composition defining an elongated trough adapted for burial below grade at the site of installation; and

a grating of polymer plastic composition adapted to be removably mounted in an interference fit on said trough at grade level of the drainage site and including a plurality of apertures communicating inward with said trough in a drain flow relation therewith.

2. A drain apparatus in accordance with claim 1 in which said trough and said grating include cooperating means for mutually effecting said interference fit between said grating and said trough.

3. A drain apparatus in accordance with claim 2 in which said trough is comprised of a longitudinal section having a bottom wall and parallel spaced apart generally upright sidewalls and the cooperating means on said trough is comprised of first cooperating means extending longitudinally along the uppermost distal end of said sidewalls and the cooperating means of said grating is comprised of a second cooperating means adapted to mutually interfit with said first cooperating means for cooperatively effecting said interference fit between said grating and said trough.

4. A drain apparatus in accordance with claim 3 in which one of said first and second cooperating means comprises a substantially vertically oriented bifurcated formation defining an intervening space of selected geometric cross-section and the other of said first and second cooperating means includes a substantially vertically oriented skirt adapted for insertion within said intervening spacing for effecting said interference fit.

5. A drain apparatus in accordance with claim 4 in which said substantially vertical orientation includes an arcuate portion on which a portion of said skirt and a portion of the bifurcated formation complementarily overlie one on the other.

6. A drain apparatus in accordance with claim 4 in which said skirt is characterized as having a springlike flexibility in the lateral direction for effecting said interference fit within said intervening spacing.

7. A drain apparatus in accordance with claim 6 in which said bifurcated formation extends longitudinally along the upper distal edges of the sidewalls of said trough and said skirt downwardly depends from each longitudinal side edge of said grating.

8. A drain apparatus in accordance with claims 1 or 7 in which the site for installing said drain apparatus comprises the aggregate decking about a swimming pool and there is included anchoring means to effect anchoring the trough within the aggregate.

9. A drain apparatus in accordance with claim 8 in which said anchoring means includes a plurality of longitudinally spaced sleeves transversely arranged internally of said trough between openings in the opposite sidewalls of said trough for defining a plurality of individual enclosures secured between said sidewalls and each of said sleeves is adapted to receive a tranversely arranged reinforcing rod extending beyond said sidewalls to be embedded in the surrounding aggregate.

10. A drain apparatus in accordance with claim 9 in which said sleeves are of a polymer plastic composition.

11. A drain apparatus in accordance with claim 4 including coupler means for securing tandem sections of the drain.

15. A drain apparatus in accordance with claim 2 in which the uppermost surface of said trough terminates a selected distance below grade level, said grating includes side edges of a height substantially equal to said selected distance and the cooperating means of said grating extends downwardly dependent from said side edges for effecting said interference fit with the cooperating means of said trough.

16. A drain apparatus in accordance with claim 15 in which the cooperating means of said trough and grating have sectional configurations defining discrete offsets shaped to complementary interfit with each other in said interference fit.

12. A method of inhibiting expansion and contraction of concrete in areas of the concrete contiguous to a drain embedded in the concrete, comprising the steps of:

providing an elongated drain having a body defining a trough to be embedded in the concrete and a grating adapted for removable mounting in an interference fit on said trough;

providing sleeves arranged transversely within said drain trough between apertures defined in opposite sidewalls of said trough;

placing a reinforcing bar within each of said sleeves of length extending laterally beyond the sidewalls of said trough;

securing said trough in position at the site of installation; and

pouring the aggregate concrete mix about said secured trough and reinforcing bars.

13. A method in accordance with claim 12 in which said sleeves are provided at longitudinally controlled spacings within said drain trough.

14. A method in accordance with claim 13 in which said sleeves are secured to the opposite sidewalls of said drain trough in a substantially water-tight relation relative to drain water in said trough.