US3490081A - Swimming pool circulatory system - Google Patents

Swimming pool circulatory system Download PDF

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US3490081A
US3490081A US625811A US3490081DA US3490081A US 3490081 A US3490081 A US 3490081A US 625811 A US625811 A US 625811A US 3490081D A US3490081D A US 3490081DA US 3490081 A US3490081 A US 3490081A
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pool
water
gutter
trough
drain
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John F Ogden
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00Swimming or splash baths or pools
    • E04H4/12Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
    • E04H4/1209Treatment of water for swimming pools

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  • a surface drain comprising a guttter chute formed by an outward, downward pitch in the top of the pool walls, a peripheral gutter trough adjacent to, parallel to, and longitudinally co-extensive with the pool walls, and a corrugated sheet seated on the gutter chute covering the gutter trough and itself conformably covered with concrete.
  • Pitched decks provide drainage from the deck, the gutter troughs are continuously rinsed with clean chlorinated water fed through a tube connecting the supply pipe with the gutter trough.
  • a non-corrosive high expansion piping system is used.
  • the circulatory system described in this application relates generally to the input and removal of liquid from liquid containing tanks. So, for example, it could be used in the treatment of sewage or the mixture and processing of chemicals. However, as described in the preferred em bodiments, the circulatory system is particularly applicable to the field of swimming pools and their construction and maintenance.
  • the modern swimming pool is generally provided with both a large floor drain for the removal of water and the sediment it contains and also surface drains for the re moval of surface water and the surface borne body oils, suntan lotion, and debris it contains. Water removed by these drains is pumped through a filter and returned to the pool through peripheral water inlets.
  • the peripheral water inlets Prior to my invention, the peripheral water inlets have been considered difiicult and expensive to construct, install, and maintain. As a result, pools are often constructed with the water inlets spaced apart as far as local building codes will permit. Because of this spacing, there are regions in the pool where relatively little water circulation occurs. These regions are termed dead spots. Such dead spots exist in the corners of the pool and between the water inlets. At these dead spots, sediment, algae, and bacteria tend to collect. There is therefore a need for an inlet system which will permit elimination of these dead spots.
  • non-corrosive piping made of plastic for example, may not be used in a buried system because of its large coefiicient of expansion. There is therefore a need for an inlet system which is easily ac cessible for repairs and which can be constructed of noncorrosive piping materials.
  • gutters having a bottom below the water surface and having an inward side just above the water level. Waves or ripples in the water carry water into these gutters.
  • Such gutters may be longitudinally inclined to cause the Water to flow by gravitational force to a single outlet.
  • such gutters may be equipped with periodically spaced outlets. In either case, at least two disadvantages can be noted.
  • gutters As now constructed, have a solid outermost wall opposite their innermost wall, waves of appreciable magnitude will splash across the inner gutter wall, hit the outer gutter wall, and be reflected back into the pool carrying out with them not only the foreign material the waves brought into the gutter, but also some of the foreign material which had settled in the gutter from prior waves. Furthermore, foreign materials often collect in these gutters. This occurs because the velocity of water flowing along the gutter to an outlet is too slow. the velocity is too slow because the longitudinal incline of the gutter is too slight. This incline is limited by the fact that the innermost gutter wall must remain slightly above the water level all along each wall. The slowness of the velocity of the gutter water has an additional detrimental effect.
  • a further object of my invention is to provide an apparatus which will remove foreign material from water located in all parts of the pool.
  • a further object of my invention is to provide more eflicient removal of water and foreign material through a splash trough outlet.
  • a still further object of my invention is to provide an apparatus which will permit the cleaning of pool water at a rapid rate.
  • a yet further object of my invention is to permit the the exclusive use of non-corrosive piping and to provide an entirely accessible circulatory system.
  • the inlet apparatus comprises a circumferential supply pipe surrounding the pool within a crawl space which supplies water to a plurality of nozzles, spaced around the inner periphery of the pool, each nozzle being fed through a separate conduit from the supply pipe to the nozzle.
  • the outlet apparatus comprises an outwardly, downwardly inclined gutter chute around the periphery of the water, a coextensive gutter trough having some longitudinal slope and positioned below and adjacent to the outer side of the gutter chute, and a corrugated sheet positioned on the gutter chute and extending over the gutter trough.
  • This system and apparatus provide a pool having adequate water circulation everywhere within the pool. Dead spots are eliminated.
  • the advantages of modern inexpensive non-corrosive material may be applied to pool circulatory systems. All portions of the apparatus are conveniently accessible and easily replaced. Water is cleaned at a greatly increased rate, and foreign material is more thoroughly and efficiently removed from the pool. Other advantages will become obvious from the description below.
  • FIG. 1 is a view in perspective of a swimming pool, with a section removed, the embodiment being constructed according to my invention
  • FIG. 2 is a view in section of a portion of a swimming pool constructed according to my invention and taken substantially along the line 22 in FIG. 1;
  • FIG. 3 is a View in section taken substantially along the line 3-3 in FIG. 2;
  • FIG. 4 is a view in section, similar to FIG. 2, but showing another embodiment of my invention.
  • FIG. 5 is a view in section and in perspective of a fragment of another embodiment of my invention.
  • FIG. 1 A swimming pool constructed according to my invention is shown in FIG. 1.
  • the pool has a floor 10, four inner walls of which two inner walls 12 and 14 are visible.
  • Four outer walls enclose the pool and its circulatory system. Only one outer wall 16 and a portion of another outer wall 18 are visible.
  • a peripheral deck 20 surrounds the pool and rests on the inner and outer pool walls.
  • a plurality of nozzles, like nozzles 22 and 23, are shown protruding from the inner surfaces of the inner walls 12 and 14. Below some of the nozzles, as below nozzle 22, is a winter drain outlet such as winter drain outlet 24.
  • Each portion of the deck 20 is pitched toward its longitudinal center so that it is concave. Spaced along the lowest level of the deck are a plurality of deck drain holes, like deck drain hole 26, which may be covered with a suitable grating.
  • a floor drain 19 is located on the pool floor 10.
  • a portion of the wall 18 and the deck 20 have been removed to expose a portion of an embodiment of my circulatory system.
  • Two buttresses like the buttress 28, are shown, each having its inner end butting against the outer surface of the inner wall as at 30.
  • the buttresses support a portion of a gutter trough 32.
  • a portion of a supply pipe 34 also rests on the buttress, as at 36, an supplies water to the peripheral nozzles through conduits (not visible in FIG. 1).
  • a portion of the corrugated sheet 40 which is positioned on the gutter trough 32, and on which the deck was poured, is visible in cross section. Substantially similar structure is below the remainder of the deck 20 around the whole pool.
  • FIG. 2 is a view in section taken substantially along the line 2-2 of FIG. 1.
  • the floor 10, one inner wall 11, another inner wall 12, the deck 20, and outer Wall 18 are shown.
  • the buttress 28 butts against the inner wall 11 and supports the gutter trough 32 and the supply pipe34.
  • the gutter trough 32 and the inner wall 11 are a unitary body.
  • the supply pipe 34 supplies water to a nozzle 44 through a conduit means 46 which passes through a sleeve 48.
  • the conduit means comprises the elbows, tubes, and other connectors, the selection and design of which could be done by anyone with ordinary skill in the art. I prefer that the supply pipe 34, the conduit means 46, the sleeve 48, and the nozzle 44 all be constructed of a non-corrosive material such as synthetic plastic.
  • a small rinse pipe 50 through the gutter trough wall, supplies water from the supply pipe 34 to rinse the gutter trough 32. This may, for example, have one tenth the ca acity of the conduit means 46.
  • a cylindrical tube with an enlarged end portion has been molded into the concrete to provide a winter drain outlet 52.
  • the enlarged end of the winter drain outlet 52 has internal threads mating with the external threads on a removable closure 54.
  • the deck 20 comprises a corrugated sheet 56, with concrete conformably resting upon it.
  • the deck is pitched so that water will drain toward the deck drain hole 58, having a grating 60 covering it.
  • the portion of the pool floor 10 which is the fiood of the crawl space below the deck 20 is pitched to form a trough 61. Additionally, this trough is pitched longitudinally to carry any water to a suitable outlet.
  • a keyway, tongue, and waterstop At the junction of the inner pool walls I prefer to use a keyway, tongue, and waterstop.
  • the inner wall 11 has a tongue 63 fitted into a keyway 65 in the pool floor.
  • a waterstop 67 has been molded transverse of the tongue 63 and the keyway 65.
  • FIG. 2 also shows the detail of the gutter chute 62 which is formed by an outward, downward incline in the top surface of the inner wall 11. Between the lower portions of the gutter chute 62 and the bottom surface of the corrugated sheet 56 are a series of adjoining openings which connect the gutter chute 62 with the gutter trough 32.
  • FIG. 3 is a view in section taken substantially along the line 33 of FIG. '2.
  • the deck 20 can be seen as conformably above and adjacent to the corrugated sheet 56.
  • FIG. 3 Also shown in FIG. 3 are the pool floor 10, buttress 28, the gutter trough 32, the rinse pipe 50, and the conduit means 46.
  • Each nozzle is supplied by a conduit means connecting the nozzle to the supply pipe which surrounds ths pool.
  • the structure shown in FIG. 4 is constructed and positioned substantially the same as the embodiment shown in FIG. 2 and includes the floor 70, the outer wall 72, the deck 74, the deck drain hole 76, the grating 78, the corrugated sheet 80, the gutter chute 82, the supply pipe 84, the conduit means 86, the sleeve 88, the nozzle and the waterstop 91.
  • the gutter trough 92 is a body separate from the inner pool wall 94, and is formed from a sheet of metal or other suitable material. This separate gutter trough 92 is supported by buttresses like buttress 96.
  • the separate metal gutter trough 92 shown in FIG. 4, like the gutter trough 32 shown in FIG. 2, must be positioned so that water, splashed onto the gutter chute 82, will, by gravity, drain through the series of adjoining openings 98 into the gutter trough 92.
  • buttress 96 could be replaced by a structural steel frame.
  • FIG. 5 shows in perspective and in section the detail of the preferred embodiment of my invention.
  • the pool floor 110 may be on or embedded in the surrounding terrain.
  • the pool inner wall 111 has formed as an extension thereof the gutter trough 114.
  • the top of the inner Wall 111 is downwardly, outwardly inclined to form the gutter chute 116.
  • a waterstop 117 is constructed at the junction of the inner wall 111 with the fioor 110.
  • the buttress 118 butts against the inner wall 111 at 120 and supports the gutter trough 114 and the supply pipe 122 which surrounds the pool.
  • Conduit means such as an elbow 124, a fitting 126, a tube 128, and fittings 130, carry water from the supply pipe 122 to a portion of the inner surface 132 of the inner wall 111.
  • a nozzle (not visible) is connected to the conduit means.
  • a sheet of corrugated material 140 which I prefer to be 1 /2" corrugated transite, rests on the gutter chute 116 and has concrete 142 conformably adjacent to and above it to form the deck. Of the series of adjoining openings formed by the space between the corrugated material 140 and the gutter chute 116 and connecting the gutter chute 116 with the gutter trough 114, only a portion of one opening 144 is visible.
  • a tubular winter drain outlet 146 provides a passageway through the inner wall 111 when the threaded closure (not visible) is removed from its inner end.
  • the walls, gutter trough, buttresses and deck may be pre-cast in segments and assembled at the building site.
  • the inner walls and gutter trough could be formed separately or could be pre-cast as a unitary body as shown in FIG. 5.
  • the water is continuously entering the pool from closely spaced inlets which are positioned so that there can be no dead spots in the pool.
  • the water is in constant movement. It is always circulating. I construct the nozzles so that the incoming streams will be directed in a downward direction.
  • the downward flow of water from each of the inlet nozzles provides a sweeping action on the bottom of the pool. This inhibits the collection of sediment on the bottom ofthe pool and the growth of algae and bacteria. Any foreign matter in the vicinity of the pool floor is swept up by the current from the several nozzles.
  • conduit means such as conduit means 46
  • conduit means 46 are exposed in the crawl space, they too are accessible for replacement or repair. They may, with little manipulation, be detached from or connected to the sleeves through the inner walls, such as sleeve 48. Furthermore, because they are not buried, they may be constructed of a non-corrosive material such as plastic. Expansion and contraction will not damage the circulatory system.
  • the surface drain constructed according to my invention provides greatly improved cleaning of the pool and the water.
  • water enters my surface drain by being splashed over the high edge of the gutter chute, like gutter chute 116 in FIGURE 5.
  • prior art surface drains water, with foreign material in it, may be reflected back into the pool and, furthermore, sediment may collect in the splash chute.
  • my gutter chute will not fill with water due to the activity in the pool even of many people.
  • my surface drain there are no grates to become clogged.
  • a surface drain constructed according to my invention can remove over 600 gallons of water per minute from the pool.
  • rinse tubes like rinse tube 50 shown in FIG. 2
  • the streams of clean chlorinated water from the rinse tubes may constantly serve to begin the process of treating the oils and bacteria in the water removed from the pool surface.
  • the water purification treatment actually begins in the gutter trough and is not delayed until the water has drained from the trough into the filter system.
  • the deck in FIG. 2 is shown pitched so that it is concave. Any water which gets on the deck, for example, by the splashing of swimmers, flows through the several deck drains onto the trough formed in the pool floor along the crawl space. Due to the longitudinal pitch of the trough, the water flows by gravity to a suitable outlet. This longitudinal pitch generally runs from the shallow end of the pool downward toward the deep end.
  • I provide also several winter drain outlets like outlet 52.
  • the incoming water is shut off and the threaded closures, like closure 54, are removed from the winter drain outlets.
  • the majority of the water drains from the pool leaving a shallow layer of water. Any rain or melted snow will not be able to raise the level of water but rather will be immediately drained off. Nevertheless, a shallow layer of water remains to protect the pool in winter.
  • the next spring the closures are replaced in the winter drain outlets and the pool is filled.
  • a surface drain comprising (1) a gutter chute having its higher edge substantially level with the top surface of said liquid and surrounding at least a portion of the periphery of said liquid;
  • an imperforate corrugated sheet positioned on said gutter chute, and extending above and over said gutter trough, having its corrugations transverse to said gutter chute and having a paving material conformably thereon for providing a pool deck.
  • the surface drain according to claim 1 comprising (1) a vertical pool wall portion having an inclined top surface; (2) a flange portion extending horizontally from an intermediate portion of said wall; and (3) a vertical gutter trough wall adjacent to, extending above, and co-extensive with said flange portion.
  • the pool deck is concrete poured on said corrugated sheet and is slanted downward toward said splash chute.

Description

Jan. 26, 1970 J. F. OGDEN 3, 9 ,081
SWIMMING POOL CIRCULATORY SYSTEM Filed March 24, 1967 2 Sheets-Sheet l INVENTOR. JOHN F. OGDEN waAza Y ATTORNEY Jan. 20, 1970 J. F. OGDEN 3,4QQ83 SWIMMING POOL CIRCULATORY SYSTEM Filed March 24, 1967 2 Sheets-Sheet 2 -78 I NVENTOR. JOHN F. OGDEN A T TORNEY United States Patent 3,490,081 SWIMMING POOL CIRCULATORY SYSTEM John F. Ogden, 3005 Olive St., Columbus, Ohio 43204 Filed Mar. 24, 1967, Ser. No. 625,811 Int. Cl. E04h 3/20 US. Cl. 4172.17 3 Claims ABSTRACT OF THE DISCLOSURE Swimming pool water is fed into a swimming pool by means of a circumferential supply pipe surrounding the outside of the pool walls in a crawl space, and a plurality of conduits branching from the supply pipe at spaced intervals, which conduits are connected through sleeves in the pool walls to a plurality of nozzles at similarly spaced intervals positioned at the inner surface of the pool walls below the water surface.
Swimming pool water is removed from the pool by a surface drain comprising a guttter chute formed by an outward, downward pitch in the top of the pool walls, a peripheral gutter trough adjacent to, parallel to, and longitudinally co-extensive with the pool walls, and a corrugated sheet seated on the gutter chute covering the gutter trough and itself conformably covered with concrete. Pitched decks provide drainage from the deck, the gutter troughs are continuously rinsed with clean chlorinated water fed through a tube connecting the supply pipe with the gutter trough. A non-corrosive high expansion piping system is used.
BACKGROUND OF THE INVENTION Field of the invention The circulatory system described in this application relates generally to the input and removal of liquid from liquid containing tanks. So, for example, it could be used in the treatment of sewage or the mixture and processing of chemicals. However, as described in the preferred em bodiments, the circulatory system is particularly applicable to the field of swimming pools and their construction and maintenance.
DESCRIPTION OF THE PRIOR ART With a swimming pool, it is necessary, or at least desirable, to provide a water circulation system. Water must continuously be removed, filtered, and pumped back into the pool. The purpose of the circulation system is to remove water with foreign material in it from the pool, remove the foreign material from the water, and return clean water into the pool.
The modern swimming pool is generally provided with both a large floor drain for the removal of water and the sediment it contains and also surface drains for the re moval of surface water and the surface borne body oils, suntan lotion, and debris it contains. Water removed by these drains is pumped through a filter and returned to the pool through peripheral water inlets.
Prior to my invention, the peripheral water inlets have been considered difiicult and expensive to construct, install, and maintain. As a result, pools are often constructed with the water inlets spaced apart as far as local building codes will permit. Because of this spacing, there are regions in the pool where relatively little water circulation occurs. These regions are termed dead spots. Such dead spots exist in the corners of the pool and between the water inlets. At these dead spots, sediment, algae, and bacteria tend to collect. There is therefore a need for an inlet system which will permit elimination of these dead spots.
3,490,081 Patented Jan. 20, 1970 The reason that peripheral water inlets are diflicult and expensive to construct, install, and maintain is that the inlet piping system is buried either in hardened concrete or in the terrain below the concrete. If a defect occurs in such a buried piping system and needs repair, the defective part of the system is almost totally inaccessible. Making repairs and replacements becomes extremely difficult and expensive.
Furthermore, desirable non-corrosive piping, made of plastic for example, may not be used in a buried system because of its large coefiicient of expansion. There is therefore a need for an inlet system which is easily ac cessible for repairs and which can be constructed of noncorrosive piping materials.
The surface drains now provided for pools are usually gutters having a bottom below the water surface and having an inward side just above the water level. Waves or ripples in the water carry water into these gutters. Such gutters may be longitudinally inclined to cause the Water to flow by gravitational force to a single outlet. Alternatively, such gutters may be equipped with periodically spaced outlets. In either case, at least two disadvantages can be noted.
First, because gutters, as now constructed, have a solid outermost wall opposite their innermost wall, waves of appreciable magnitude will splash across the inner gutter wall, hit the outer gutter wall, and be reflected back into the pool carrying out with them not only the foreign material the waves brought into the gutter, but also some of the foreign material which had settled in the gutter from prior waves. Furthermore, foreign materials often collect in these gutters. This occurs because the velocity of water flowing along the gutter to an outlet is too slow. the velocity is too slow because the longitudinal incline of the gutter is too slight. This incline is limited by the fact that the innermost gutter wall must remain slightly above the water level all along each wall. The slowness of the velocity of the gutter water has an additional detrimental effect. If the rate of flow of water along such a gutter is small, relatively few gallons of water may be filtered per minute. A more rapid water flow would allow a more rapid water cleaning rate. There is, therefore, a great need for a surface drain which will efiiciently remove all the water and foreign material passing into the gutter and will do this at a high rate of flow.
OBJECTS It is therefore an object of my invention to provide an improved pool circulatory apparatus.
A further object of my invention is to provide an apparatus which will remove foreign material from water located in all parts of the pool.
A further object of my invention is to provide more eflicient removal of water and foreign material through a splash trough outlet.
A still further object of my invention is to provide an apparatus which will permit the cleaning of pool water at a rapid rate.
A yet further object of my invention is to permit the the exclusive use of non-corrosive piping and to provide an entirely accessible circulatory system.
Further objects and features of my invention will be apparent from this specification and the following claims when considered in connection with the accompanying drawings illustrating several embodiments of my invention.
SUMMARY OF THE INVENTION I have invented a pool outlet and outlet system and apparatus.
The inlet apparatus comprises a circumferential supply pipe surrounding the pool within a crawl space which supplies water to a plurality of nozzles, spaced around the inner periphery of the pool, each nozzle being fed through a separate conduit from the supply pipe to the nozzle.
The outlet apparatus comprises an outwardly, downwardly inclined gutter chute around the periphery of the water, a coextensive gutter trough having some longitudinal slope and positioned below and adjacent to the outer side of the gutter chute, and a corrugated sheet positioned on the gutter chute and extending over the gutter trough.
This system and apparatus provide a pool having adequate water circulation everywhere within the pool. Dead spots are eliminated. The advantages of modern inexpensive non-corrosive material may be applied to pool circulatory systems. All portions of the apparatus are conveniently accessible and easily replaced. Water is cleaned at a greatly increased rate, and foreign material is more thoroughly and efficiently removed from the pool. Other advantages will become obvious from the description below.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a view in perspective of a swimming pool, with a section removed, the embodiment being constructed according to my invention;
FIG. 2 is a view in section of a portion of a swimming pool constructed according to my invention and taken substantially along the line 22 in FIG. 1;
FIG. 3 is a View in section taken substantially along the line 3-3 in FIG. 2;
FIG. 4 is a view in section, similar to FIG. 2, but showing another embodiment of my invention; and
FIG. 5 is a view in section and in perspective of a fragment of another embodiment of my invention.
In describing the preferred embodiments of the invention illustrated in the drawings, specific terminology will be resorted to for the sake of clarity. However, it is not intended to be limited to the specific terms so selected, and it is to be understood that each specific term includes all technical equivalents which operate in a similar manner to accomplish a similar purpose.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Stn1cture.A swimming pool constructed according to my invention is shown in FIG. 1. The pool has a floor 10, four inner walls of which two inner walls 12 and 14 are visible. Four outer walls enclose the pool and its circulatory system. Only one outer wall 16 and a portion of another outer wall 18 are visible. A peripheral deck 20 surrounds the pool and rests on the inner and outer pool walls. A plurality of nozzles, like nozzles 22 and 23, are shown protruding from the inner surfaces of the inner walls 12 and 14. Below some of the nozzles, as below nozzle 22, is a winter drain outlet such as winter drain outlet 24. Each portion of the deck 20 is pitched toward its longitudinal center so that it is concave. Spaced along the lowest level of the deck are a plurality of deck drain holes, like deck drain hole 26, which may be covered with a suitable grating. A floor drain 19 is located on the pool floor 10.
A portion of the wall 18 and the deck 20 have been removed to expose a portion of an embodiment of my circulatory system. Two buttresses, like the buttress 28, are shown, each having its inner end butting against the outer surface of the inner wall as at 30. In addition to serving as buttresses the buttresses support a portion of a gutter trough 32. A portion of a supply pipe 34 also rests on the buttress, as at 36, an supplies water to the peripheral nozzles through conduits (not visible in FIG. 1). A portion of the corrugated sheet 40 which is positioned on the gutter trough 32, and on which the deck was poured, is visible in cross section. Substantially similar structure is below the remainder of the deck 20 around the whole pool.
FIG. 2 is a view in section taken substantially along the line 2-2 of FIG. 1. The floor 10, one inner wall 11, another inner wall 12, the deck 20, and outer Wall 18 are shown.
The buttress 28 butts against the inner wall 11 and supports the gutter trough 32 and the supply pipe34. In FIGURE 2, the gutter trough 32 and the inner wall 11 are a unitary body. The supply pipe 34 supplies water to a nozzle 44 through a conduit means 46 which passes through a sleeve 48. The conduit means comprises the elbows, tubes, and other connectors, the selection and design of which could be done by anyone with ordinary skill in the art. I prefer that the supply pipe 34, the conduit means 46, the sleeve 48, and the nozzle 44 all be constructed of a non-corrosive material such as synthetic plastic. A small rinse pipe 50, through the gutter trough wall, supplies water from the supply pipe 34 to rinse the gutter trough 32. This may, for example, have one tenth the ca acity of the conduit means 46.
A cylindrical tube with an enlarged end portion has been molded into the concrete to provide a winter drain outlet 52. The enlarged end of the winter drain outlet 52 has internal threads mating with the external threads on a removable closure 54.
The deck 20 comprises a corrugated sheet 56, with concrete conformably resting upon it. The deck is pitched so that water will drain toward the deck drain hole 58, having a grating 60 covering it. The portion of the pool floor 10 which is the fiood of the crawl space below the deck 20 is pitched to form a trough 61. Additionally, this trough is pitched longitudinally to carry any water to a suitable outlet. At the junction of the inner pool walls I prefer to use a keyway, tongue, and waterstop. The inner wall 11 has a tongue 63 fitted into a keyway 65 in the pool floor. A waterstop 67 has been molded transverse of the tongue 63 and the keyway 65.
FIG. 2 also shows the detail of the gutter chute 62 which is formed by an outward, downward incline in the top surface of the inner wall 11. Between the lower portions of the gutter chute 62 and the bottom surface of the corrugated sheet 56 are a series of adjoining openings which connect the gutter chute 62 with the gutter trough 32.
These adjoining openings, such as opening 64, are more clearly visible in FIG. 3. FIG. 3 is a view in section taken substantially along the line 33 of FIG. '2. In FIG. 3, the deck 20 can be seen as conformably above and adjacent to the corrugated sheet 56.
Also shown in FIG. 3 are the pool floor 10, buttress 28, the gutter trough 32, the rinse pipe 50, and the conduit means 46.
The structures shown in FIG. 2 and FIG. 3 are, of course, repeated around the whole pool. Each nozzle is supplied by a conduit means connecting the nozzle to the supply pipe which surrounds ths pool.
The structure shown in FIG. 4 is constructed and positioned substantially the same as the embodiment shown in FIG. 2 and includes the floor 70, the outer wall 72, the deck 74, the deck drain hole 76, the grating 78, the corrugated sheet 80, the gutter chute 82, the supply pipe 84, the conduit means 86, the sleeve 88, the nozzle and the waterstop 91.
The gutter trough 92, however, is a body separate from the inner pool wall 94, and is formed from a sheet of metal or other suitable material. This separate gutter trough 92 is supported by buttresses like buttress 96.
The separate metal gutter trough 92, shown in FIG. 4, like the gutter trough 32 shown in FIG. 2, must be positioned so that water, splashed onto the gutter chute 82, will, by gravity, drain through the series of adjoining openings 98 into the gutter trough 92.
As another embodiment of my invention (not shown) the buttress 96 could be replaced by a structural steel frame.
FIG. 5 shows in perspective and in section the detail of the preferred embodiment of my invention.
The pool floor 110 may be on or embedded in the surrounding terrain. The pool inner wall 111 has formed as an extension thereof the gutter trough 114. The top of the inner Wall 111 is downwardly, outwardly inclined to form the gutter chute 116. A waterstop 117 is constructed at the junction of the inner wall 111 with the fioor 110. The buttress 118 butts against the inner wall 111 at 120 and supports the gutter trough 114 and the supply pipe 122 which surrounds the pool. Conduit means, such as an elbow 124, a fitting 126, a tube 128, and fittings 130, carry water from the supply pipe 122 to a portion of the inner surface 132 of the inner wall 111. At this inner surface, a nozzle (not visible) is connected to the conduit means.
A sheet of corrugated material 140, which I prefer to be 1 /2" corrugated transite, rests on the gutter chute 116 and has concrete 142 conformably adjacent to and above it to form the deck. Of the series of adjoining openings formed by the space between the corrugated material 140 and the gutter chute 116 and connecting the gutter chute 116 with the gutter trough 114, only a portion of one opening 144 is visible. A tubular winter drain outlet 146 provides a passageway through the inner wall 111 when the threaded closure (not visible) is removed from its inner end.
The walls, gutter trough, buttresses and deck may be pre-cast in segments and assembled at the building site. The inner walls and gutter trough could be formed separately or could be pre-cast as a unitary body as shown in FIG. 5.
Operation.-From a filtration unit, water is pumped along the supply pipe 34 shown in FIG. 1. Because this pipe 34 is not buried but rather is totally exposed in the crawl space below the deck 20, it may be made of a noncorrosive material, and furthermore is at all points accessible for repair or replacement. It may expand and contract. The individual conduit means, connecting the pipe 34 to nozzles 22, 23, etc. such as the conduit means 46 in FIG. 2, are free to flex.
Simultaneously, water flows from the supply pipe 34 through all the conduit means, similar to conduit means 46, to the several nozzles, like nozzle 23, spaced around the inner surfaces of the inner pool Walls. Thus water is continuously entering the pool from closely spaced inlets which are positioned so that there can be no dead spots in the pool. The water is in constant movement. It is always circulating. I construct the nozzles so that the incoming streams will be directed in a downward direction. The downward flow of water from each of the inlet nozzles provides a sweeping action on the bottom of the pool. This inhibits the collection of sediment on the bottom ofthe pool and the growth of algae and bacteria. Any foreign matter in the vicinity of the pool floor is swept up by the current from the several nozzles.
Because all of the conduit means, such as conduit means 46, are exposed in the crawl space, they too are accessible for replacement or repair. They may, with little manipulation, be detached from or connected to the sleeves through the inner walls, such as sleeve 48. Furthermore, because they are not buried, they may be constructed of a non-corrosive material such as plastic. Expansion and contraction will not damage the circulatory system.
In operation, the surface drain constructed according to my invention provides greatly improved cleaning of the pool and the water. As in other surface drain systems, water enters my surface drain by being splashed over the high edge of the gutter chute, like gutter chute 116 in FIGURE 5. However, when prior art surface drains are used, water, with foreign material in it, may be reflected back into the pool and, furthermore, sediment may collect in the splash chute.
With my surface drain, no substantial reflection or bouncing back of the water can occur because my drain provides a continuous series of adjoining openings which the water 'will pass through rather than being reflected. Water will not stand in the gutter chute waiting to drain out at a particular drain. This immediate and continuous movement from the pool, down the chute into the gutter trough, does not allow time for the foreign materials to settle out of the water onto the guttter chute. The water will immediately fall into the gutter trough where it will immediately be swiftly carried away. Because of the number, size, and position of the openings, and because of the size andposition of the gutter trough, water may be drained at a very rapid rate from the surface. Therefore, it can be seen that my gutter chute will not fill with water due to the activity in the pool even of many people. In my surface drain there are no grates to become clogged. A surface drain constructed according to my invention can remove over 600 gallons of water per minute from the pool.
There are also instances when very few persons are in the pool causing waves. To thoroughly clean the gutters under such a condition, several rinse tubes, like rinse tube 50 shown in FIG. 2, may be provided to continuously provide a stream of clean chlorinated water along the gutter. The streams of clean chlorinated water from the rinse tubes, like rinse tube 50, constantly serve to begin the process of treating the oils and bacteria in the water removed from the pool surface. Thus, the water purification treatment actually begins in the gutter trough and is not delayed until the water has drained from the trough into the filter system.
The deck in FIG. 2 is shown pitched so that it is concave. Any water which gets on the deck, for example, by the splashing of swimmers, flows through the several deck drains onto the trough formed in the pool floor along the crawl space. Due to the longitudinal pitch of the trough, the water flows by gravity to a suitable outlet. This longitudinal pitch generally runs from the shallow end of the pool downward toward the deep end.
As shown best in FIG. 2, I provide also several winter drain outlets like outlet 52. As winter approaches, the incoming water is shut off and the threaded closures, like closure 54, are removed from the winter drain outlets. The majority of the water drains from the pool leaving a shallow layer of water. Any rain or melted snow will not be able to raise the level of water but rather will be immediately drained off. Nevertheless, a shallow layer of water remains to protect the pool in winter. The next spring the closures are replaced in the winter drain outlets and the pool is filled.
It is to be understood that while the detailed drawings and specific examples given describe preferred embodi ments of my invention, they are for the purposes of illustration only, that the apparatus of the invention is not limited to the precise details and conditions disclosed, and that various changes may be made therein without departing from the spirit of the invention which is defined by the following claims.
I claim:
1. In a pool comprising walls and a bottom and intended to contain liquid, a surface drain comprising (1) a gutter chute having its higher edge substantially level with the top surface of said liquid and surrounding at least a portion of the periphery of said liquid;
(2) a gutter trough having one of its upper edges adjacent to the lower edge of said gutter chute and longitudinally coextensive therewith; and
(3) an imperforate corrugated sheet positioned on said gutter chute, and extending above and over said gutter trough, having its corrugations transverse to said gutter chute and having a paving material conformably thereon for providing a pool deck. 2. The surface drain according to claim 1 comprising (1) a vertical pool wall portion having an inclined top surface; (2) a flange portion extending horizontally from an intermediate portion of said wall; and (3) a vertical gutter trough wall adjacent to, extending above, and co-extensive with said flange portion. 3. The surface drain of claim 1 wherein the pool deck is concrete poured on said corrugated sheet and is slanted downward toward said splash chute.
References Cited UNITED STATES PATENTS REUBEN FRIEDMAN, Primary Examiner T. A. GRANGER, Assistant Examiner
US625811A 1967-03-24 1967-03-24 Swimming pool circulatory system Expired - Lifetime US3490081A (en)

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3537111A (en) * 1969-06-25 1970-11-03 George R Whitten Jr System for controlling water level and recirculation in swimming pools with gutters
US3641594A (en) * 1969-12-18 1972-02-15 Leisign Engineering Co Inc Gutter and water supply system for swimming pools
US3824634A (en) * 1971-04-29 1974-07-23 Lindqvist Stig Vattenanlaegg Arrangement in swimming pools
US3829911A (en) * 1970-01-08 1974-08-20 K Bishop Swimming pool water circulation system
US3968527A (en) * 1975-05-21 1976-07-13 Hough William D Perimeter overflow system for swimming pools
US3969777A (en) * 1975-02-24 1976-07-20 Beller Sidney J Overflow-siphoning device for swimming pools and the like
US4051562A (en) * 1976-10-20 1977-10-04 Henry Jakowicki Tile construction for a swimming pool
US4219894A (en) * 1977-10-03 1980-09-02 Henry Jakowicki Tile construction for a swimming pool
US20030154544A1 (en) * 2002-02-19 2003-08-21 513004 B. C. Ltd. Negative or vanishing edge for spas and/or hot tubs
US20050076429A1 (en) * 2003-10-10 2005-04-14 Marcelino Sugranes Arimany Set of parts for building the upper edge and channel in overflow swimming pools
US20060060676A1 (en) * 2004-09-22 2006-03-23 Fogco Systems, Inc. Fog generating system and method of installing same
US20110155183A1 (en) * 2009-12-29 2011-06-30 Rob Parker Tile Cleanup Apparatus
US20180290075A1 (en) * 2017-04-11 2018-10-11 Grant Weaver Vacuum Waste Removal System
US10208448B2 (en) * 2016-07-28 2019-02-19 ADProducts, LLC Pipe trench system

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US2406413A (en) * 1941-11-29 1946-08-27 Skiles E Test Terraced combination pool and reservoir
US2932397A (en) * 1959-06-23 1960-04-12 James A Patterson & Associates Conduit system for swimming pools
US2982970A (en) * 1958-10-27 1961-05-09 Kennedy Robert Evan Swimming pool edge structure
US3045829A (en) * 1961-03-17 1962-07-24 Frank M Rule Cleaning and aerating circulatory system for swimming pools

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2406413A (en) * 1941-11-29 1946-08-27 Skiles E Test Terraced combination pool and reservoir
US2982970A (en) * 1958-10-27 1961-05-09 Kennedy Robert Evan Swimming pool edge structure
US2932397A (en) * 1959-06-23 1960-04-12 James A Patterson & Associates Conduit system for swimming pools
US3045829A (en) * 1961-03-17 1962-07-24 Frank M Rule Cleaning and aerating circulatory system for swimming pools

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3537111A (en) * 1969-06-25 1970-11-03 George R Whitten Jr System for controlling water level and recirculation in swimming pools with gutters
US3641594A (en) * 1969-12-18 1972-02-15 Leisign Engineering Co Inc Gutter and water supply system for swimming pools
US3829911A (en) * 1970-01-08 1974-08-20 K Bishop Swimming pool water circulation system
US3824634A (en) * 1971-04-29 1974-07-23 Lindqvist Stig Vattenanlaegg Arrangement in swimming pools
US3969777A (en) * 1975-02-24 1976-07-20 Beller Sidney J Overflow-siphoning device for swimming pools and the like
US3968527A (en) * 1975-05-21 1976-07-13 Hough William D Perimeter overflow system for swimming pools
US4051562A (en) * 1976-10-20 1977-10-04 Henry Jakowicki Tile construction for a swimming pool
US4219894A (en) * 1977-10-03 1980-09-02 Henry Jakowicki Tile construction for a swimming pool
US7836526B2 (en) * 2002-02-19 2010-11-23 Coast Spas Manufacturing Inc. Negative or vanishing edge for spas and/or hot tubs
US20030154544A1 (en) * 2002-02-19 2003-08-21 513004 B. C. Ltd. Negative or vanishing edge for spas and/or hot tubs
US20050076429A1 (en) * 2003-10-10 2005-04-14 Marcelino Sugranes Arimany Set of parts for building the upper edge and channel in overflow swimming pools
US7137155B2 (en) * 2003-10-10 2006-11-21 Ceramica Sugranes S.A. Set of parts for building the upper edge and channel in overflow swimming pools
US20060060676A1 (en) * 2004-09-22 2006-03-23 Fogco Systems, Inc. Fog generating system and method of installing same
US7334743B2 (en) * 2004-09-22 2008-02-26 Fogco Systems, Inc. Fog generating system and method of installing same
US20110155183A1 (en) * 2009-12-29 2011-06-30 Rob Parker Tile Cleanup Apparatus
US8522800B2 (en) 2009-12-29 2013-09-03 Rob Parker Tile cleanup apparatus
US10208448B2 (en) * 2016-07-28 2019-02-19 ADProducts, LLC Pipe trench system
US10287743B1 (en) 2016-07-28 2019-05-14 ADProducts, LLC Pipe trench system
US20180290075A1 (en) * 2017-04-11 2018-10-11 Grant Weaver Vacuum Waste Removal System
US10967299B2 (en) * 2017-04-11 2021-04-06 Grant Weaver Vacuum waste removal system

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