EP0959203A2 - Goulotte de piscine, en particulier en céramique - Google Patents

Goulotte de piscine, en particulier en céramique Download PDF

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Publication number
EP0959203A2
EP0959203A2 EP99109754A EP99109754A EP0959203A2 EP 0959203 A2 EP0959203 A2 EP 0959203A2 EP 99109754 A EP99109754 A EP 99109754A EP 99109754 A EP99109754 A EP 99109754A EP 0959203 A2 EP0959203 A2 EP 0959203A2
Authority
EP
European Patent Office
Prior art keywords
swimming pool
pool
gutter
shoulder
grate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP99109754A
Other languages
German (de)
English (en)
Other versions
EP0959203A3 (fr
Inventor
Heinz Baltha
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Deutsche Steinzeug Cremer & Breuer AG
Original Assignee
Deutsche Steinzeug Cremer & Breuer AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE19853473A external-priority patent/DE19853473A1/de
Application filed by Deutsche Steinzeug Cremer & Breuer AG filed Critical Deutsche Steinzeug Cremer & Breuer AG
Publication of EP0959203A2 publication Critical patent/EP0959203A2/fr
Publication of EP0959203A3 publication Critical patent/EP0959203A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
    • E04H4/1209—Treatment of water for swimming pools
    • E04H4/1218—Devices for removal of polluted water; Circumferential gutters
    • E04H4/1227—Circumferential gutters

Definitions

  • the invention relates to a swimming pool gutter, in particular made of ceramic Material as described in the preamble of claim 1.
  • swimming pool channels are mainly made of ceramic manufactured, the pool gutter stones used for this in one piece Made of ceramic material and one behind the other for formation the swimming pool gutter.
  • the amount of water in circulation increased more and more, per Unit of time to be able to clean more pool water. This is done via the Water flowing down the pool near the pool is collected in the swimming pool gutter and through drain openings formed in the bottom of the swimming pool channel fed to the splash water tank of a central pumping and cleaning station, from where the water returns to the pool after appropriate cleaning is returned.
  • the object of the invention is therefore a swimming pool gutter in particular ceramic pool gutter stones with those caused by the overflow water create less noise, so that even at higher Amounts of water in circulation do not simultaneously increase circulation noise occurs.
  • This task is to be carried out with a structurally simple and above all that ceramic building principle can be solved.
  • the measure is that following the for the grate as a support serving surface of the shoulder of the side wall near the pelvis an inclined surface for the outflow of the overflow water to the channel bottom.
  • the inclined surface should be at least larger with the vertical Include 12 °, especially greater than 15 °, with a range of 25 ° to 40 °, in particular from 30 ° to 35 ° is preferred.
  • the overflow flow is influenced favorably in that the transition between the shoulder surface and the adjacent one Side part of the side wall near the pool is formed by a curve, which have a radius in the range of 5-15 mm, in particular 6-9 mm can particularly preferably have 7.5 mm, whereby the grate advantageously in a small distance, in particular about 4 mm from the side wall near the pool is held.
  • a further favorable influence on the overflow flow is achieved if the support area of the shoulder for the grate opposite the horizontal Bottom of the grate is formed inclined downward, so that it only points or lines on the shoulder, the maximum Distance between the inclination of the support area and the bottom of the grate 1 to 2 mm, preferably about 1 mm.
  • the side wall near the basin can be an in Have longitudinal recess of the gutter, in which the insert strip can be inserted in a positive and / or non-positive manner.
  • the recess is expediently dovetail-shaped for this purpose, the insert strip also made of plastic or another non-ceramic Material can exist.
  • the water drainage noise can be reduced by using a grate in the support area on the bottom and front has at least some of its grate bars support nubs.
  • Another The combination would be able to dampen the water overflow noise a swimming pool gutter without a special shoulder for supporting a grate train and instead to provide the grate with support feet.
  • the conventional swimming pool gutter stone 1 shown in FIG. 1 has one essentially U-shaped cross section, which is limited by two opposite side gutter side walls 2 and 3 and the gutter bottom 4, in which drain openings 5 are arranged approximately in the center of the floor.
  • the with 6 designated grate from transverse parallel grate webs 7 and longitudinal support rods 8 is on the one hand on the upper edge of the tank distant Channel wall 3 and, on the other hand, is supported on a shoulder 9 the gutter wall 2 near the basin, which serves as a support for the grate 6.
  • pool water flows from a pool 10 over one upper edge 11 of the gutter side wall 2 near the basin into the interior of the gutter and falls on the channel bottom 4, resulting in corresponding overflow noises leads. Roughly the same situation applies to the conventional swimming pool gutter stone 2 to.
  • the present invention achieves noise reduction of the Overflow water, even with increased water circulation, as in the following is described in more detail:
  • the shoulder 9 which serves as a support for the grate 6, in individual shoulder sections broken down in the longitudinal direction of the gutter stone, in particular in tooth-like members or projections or lamellae, the individual sections in FIG. 4 being designated by 12.
  • Shoulder sections 12, which together serve as supports for the grate 6, remain Spaces 13 which form open channels and for the drain of the Serve overflow water from the pool.
  • the water flows out of the Basin 10 over the upper rounded edge 11 of the channel wall near the basin 2 and flows around the shoulder sections essentially like a bridge pier 12 by draining most of the water through the channel-like spaces 13 flows downwards and thus on the channel wall, i.e.
  • a small amount of water flows over the shoulder sections 12, but this flowing water remains stuck as a residual amount and this does not result in a waterfall-like splashing of the water.
  • the width the broken down shoulder sections 12 and the width of the intermediate distances 13 are chosen appropriately, in line with the Water circulation quantities per unit of time and length and the design of the gutter stone as well as the rust formation if necessary.
  • the shoulder 9 remains as a continuous Preserved bar on the gutter wall 2 near the pool, but are in the bar spaced openings 14 through which the Overflow water flows down to the channel bottom 4 and thus quasi the shoulder sections 15 remaining between the openings 14 in the manner of a bridge arrow flows around and thus on the inner surface of the channel wall near the basin 2 remains liable. Any overflow water, which as a residual amount over the Shoulder 9 runs is of such a small amount that it is on the inner surface of the Channel wall 2 sticks and therefore no waterfall effect occurs.
  • the opening cross sections can be chosen as desired, if for one sufficient drainage is provided across the gaps so that the remaining Support sections for the support of the grate 6 like a pier flow around.
  • FIG. 7 shows a structurally different solution compared to FIGS. 3 to 6, in that an inclined surface 16 following the shoulder-like support surface 9 connects, through which the water is then directed towards the channel bottom 4 becomes.
  • the angle that the inclined surface 16 with the vertical includes, at least greater than 12 °, but in particular greater than 15 °, preferred ones Angle that encloses the inclined surface with the vertical in the area from 25 ° to 40 °, in particular in the range from 30 ° to 35 °.
  • FIG. 9 shows a detail in the region of the upper edge of the channel wall near the basin 2, the transition from the upper edge 11 to the shoulder 9 by a Rounding 17 is formed, which has a radius of 7.5 mm, in particular but in a range of 5 - 15 mm, and particularly preferably in the range from 7 to 7.5 mm.
  • the free one Gap 18 between grate 6 and inner surface 19 preferably in the range of 2 - 15 mm, especially in the order of about 4 mm, which also it is ensured that the overflow water on the inner surface of the pool Channel wall 2 adheres and no longer falls like a waterfall Channel bottom 4 hits.
  • This training according to FIG. 9 is also related useful with the embodiments of FIGS. 3 to 8, namely especially with increased water circulation, because then there is a free space between the grate 6 and the inner surface of the channel wall near the basin 2 is guaranteed, which in connection with FIGS. 3 to 8 measures underlined and supplemented.
  • edge denoted by 20 is also rounded is formed, which favors the sticking of the water flow. It it goes without saying that the effect increases with increasing radius, ie the Noise reduction still increases.
  • Fig. 10 shows an embodiment in which an alternative to the rectangular 4, the shoulder members 12 'trapezoidal are shaped and preferably increase in width from the inside out. This creates protrusions between the shoulder sections 12 ' 12 'corresponding to trapezoidal channels 13' which in the area near the Inner surface of the channel wall 2 near the basin has the largest channel cross section have, the channel width decreases towards the outside.
  • Side surfaces of the channels straight (Fig. 10) or rounded (Fig. 10a) formed his. This is a maximized channel cross-section for the outflow of overflow water given in the area of the inner surface of the channel wall 2.
  • the embodiment can be modified, the The principle is that the channel cross section is maximized in the area the channel wall 2 is achieved in that for the support of the grate responsible projections 12 'increase in width from the inside out and thus the channel width of the spaces 13 ', which are used for the drain of the water is available, in the area of the inner surface designated 19 the channel wall 2 is the largest.
  • FIG. 11 Another alternative embodiment with respect to FIG. 4 is shown in FIG. 11.
  • the aim is that the channel cross-section is greatest in the area as close as possible to the channel wall 2, which is indicated by a cross-section of the open channels in the form of a symmetrical hammer head, designated 13 'is achieved.
  • the projections denoted by 12 ′′ have a corresponding cross section.
  • FIG. 12 shows an alternative to the embodiment according to FIGS. 5 and 6, the openings here, as modified from FIG. 6, no longer having a round cross section, but a cross section that extends from the inside to the outside, that is to say from the inner surface of the channel wall 2 tapers away, so that the larger drainage width of the channel is in the region of the channel wall 2.
  • the openings can expediently have a trapezoidal cross section (14 ') or semicircular cross section (14 ) or the like.
  • Fig. 13 finally shows a modification of the one-piece ceramic version the support shoulder as an insert component, which is manufactured separately and subsequently inserted in a corresponding recess in the swimming pool gutter stone is, for example, dovetailed or executed accordingly can be.
  • the attachment is made by positive or non-positive or by both, ie positive locking and gluing and the like.
  • the support shoulder which according to the embodiments 3 to 6 or 10 to 12 can be made of plastic or other material can be made.
  • the water flows here through the gaps between the shoulder sections as through the dashed arrow F is marked.
  • the dovetail-shaped recess in the channel wall 2 is designated 21, in which the designated 22 separate insert strip is inserted.
  • 13 is also an advantageous variant of a transition between the Support area of the shoulder 9 and the adjacent side part of the pool near Side wall 2 shown. This is defined by at least two contiguous waves Rounding 17 'and 17' 'formed.
  • the support area serving for the grate 6 the shoulder 9 opposite the horizontal underside of the grate down is inclined so that it is only punctiform or linear on the Shoulder rests and the water drain over the support shoulders through the Rust is only slightly disturbed.
  • FIG. 3 shows the rounding relationships according to FIG. 9 or partly from Fig. 9, can be realized, for example, for the embodiment according to Fig. 7 applies.
  • the embodiments can be in one piece, So ceramic with the swimming pool gutter or as a separate one Insert part according to FIG. 13 may be provided.
  • FIG. 14 shows an embodiment in section through a side wall near the pool, a grid with support knobs is placed on the support shoulder.
  • the grate 6 ' is in this case connected to a base by support knobs 6' 'formed on the bottom Ring shoulder 9 supported in the form of a continuous bar on the channel wall 2, so that the grate is kept at a distance.
  • the lateral spacing takes place via laterally formed or formed support knobs 6 '' '. The water flow thus takes place in the area between the grate and the channel wall Space.
  • Figures 15 and 16 show an embodiment in which the grate 6 '' '' on the one hand rests or is supported on the upper edge of the side wall 3 remote from the basin is and on the other hand in the area of the side wall 2 near the pool with 22 designated support feet, which are arranged separately or formed on the grate can, is supported.
  • the support feet 22 are supported on the pelvic floor 4 from.
  • the water flow with the advantages according to the invention is indicated by arrow 23 featured.
  • the grate can also be in the area the side wall away from the basin is supported by support feet and the like his. In this case, the shoulder 9 is not necessary.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Water Supply & Treatment (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Domestic Plumbing Installations (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Sewage (AREA)
EP99109754A 1998-05-20 1999-05-18 Goulotte de piscine, en particulier en céramique Withdrawn EP0959203A3 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19822747 1998-05-20
DE19822747 1998-05-20
DE19853473 1998-11-19
DE19853473A DE19853473A1 (de) 1998-05-20 1998-11-19 Schwimmbadrinne, insbesondere aus keramischem Material

Publications (2)

Publication Number Publication Date
EP0959203A2 true EP0959203A2 (fr) 1999-11-24
EP0959203A3 EP0959203A3 (fr) 2000-08-30

Family

ID=26046316

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99109754A Withdrawn EP0959203A3 (fr) 1998-05-20 1999-05-18 Goulotte de piscine, en particulier en céramique

Country Status (4)

Country Link
EP (1) EP0959203A3 (fr)
JP (1) JPH11350762A (fr)
ES (1) ES2141701T1 (fr)
PL (1) PL333199A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2406788A (en) * 2003-10-10 2005-04-13 Ceramica Sugraues S A Set of parts for building the upper edge and channel in overflow swimming pools
ES2312235A1 (es) * 2005-09-14 2009-02-16 Cañada, S.A. Sistema para la construccion de bordes de piscinas.
CN107503427A (zh) * 2017-07-18 2017-12-22 新奥泛能网络科技股份有限公司 排水沟以及排水沟建造方法
US9963866B2 (en) 2013-07-23 2018-05-08 Aco Severin Ahlmann Gmbh & Co. Kg Drain device

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1111972A (en) * 1964-06-12 1968-05-01 Leeds Fireclay Company Ltd Improvements in or relating to scum channels
FR2552806B1 (fr) * 1983-09-30 1985-10-25 Etude Realisa Elements Ste Gle Segment de caniveau de surverse prefabrique pour piscine
DE19628071A1 (de) * 1996-07-12 1998-01-15 Guntram Doldt Schwimm- oder Badebecken
DE19630841A1 (de) * 1996-07-31 1998-02-05 Maylaender Karl Heinz Fertigteil für den Aufbau einer Überlaufrinne eines Schwimmbeckens

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2406788A (en) * 2003-10-10 2005-04-13 Ceramica Sugraues S A Set of parts for building the upper edge and channel in overflow swimming pools
GB2406788B (en) * 2003-10-10 2007-12-19 Ceramica Sugraues S A A swimming pool edge assembly
ES2312235A1 (es) * 2005-09-14 2009-02-16 Cañada, S.A. Sistema para la construccion de bordes de piscinas.
ES2312235B1 (es) * 2005-09-14 2010-01-11 Cañada, S.A. Sistema para la construccion de bordes de piscinas.
US9963866B2 (en) 2013-07-23 2018-05-08 Aco Severin Ahlmann Gmbh & Co. Kg Drain device
RU2654797C2 (ru) * 2013-07-23 2018-05-22 Ако Зеверин Альманн Гмбх Унд Ко Коммандитгезельшафт Сливное устройство
CN107503427A (zh) * 2017-07-18 2017-12-22 新奥泛能网络科技股份有限公司 排水沟以及排水沟建造方法

Also Published As

Publication number Publication date
ES2141701T1 (es) 2000-04-01
EP0959203A3 (fr) 2000-08-30
PL333199A1 (en) 1999-11-22
JPH11350762A (ja) 1999-12-21

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