EP1538281B1 - Method and prefabricated element for manufacturing a swimming pool with a gutter - Google Patents
Method and prefabricated element for manufacturing a swimming pool with a gutter Download PDFInfo
- Publication number
- EP1538281B1 EP1538281B1 EP04450218A EP04450218A EP1538281B1 EP 1538281 B1 EP1538281 B1 EP 1538281B1 EP 04450218 A EP04450218 A EP 04450218A EP 04450218 A EP04450218 A EP 04450218A EP 1538281 B1 EP1538281 B1 EP 1538281B1
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- European Patent Office
- Prior art keywords
- prefabricated
- shaped
- prefabricated element
- pool
- groove
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- 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.)
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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
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- 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
- E04H4/14—Parts, details or accessories not otherwise provided for
- E04H4/141—Coping elements for swimming pools
Definitions
- the invention relates to a method for producing a swimming pool with an overflow channel according to the preamble of patent claim 1.
- Molded bricks allow a very individual design of the swimming pool, so that they can be optimally adapted to the spatial conditions of the building site in order to make the best possible use of the available space. It is also known to line the thus constructed swimming pool with films, since the production of foil liners for individual pelvic measurements is easy to implement. It is also known to design these swimming pools with an overflow channel in order to introduce the water depth to the maximum building law basin depth.
- the finished part has a concrete base body, which has substantially the shape of a U-profile, with a substantially planar limited bottom and outside at right angles to these adjoining longitudinal walls, the upper areas are covered by connection profiles that form lost in the manufacture of the finished part shuttering elements whose outer surfaces are formed by plastic layers, with which the pelvic film is firmly bonded by welding.
- an overflow channel which discloses a component which is connected to other components to form a channel.
- the gutter part of the component consists of a plastic gutter, which is poured into an armored support member made of concrete in the form of a lost formwork and with the plastic gutters of adjacent components is sealingly connected.
- the main body of this component consists of at least two parts, a gutter part and a support part, which are firmly connected to each other.
- the sealing connection of adjacent components is effected either by gluing with a rubber-elastic curing adhesive, such as cold-curing silicone rubber, or by welding the made of thermoplastic resin trough parts.
- a disadvantage of this design is that the gutter part and the supporting part are firmly connected. This makes subsequent remedial measures considerably more difficult.
- DE 199 06 507 A proposes an overflow channel made of plastic parts, which is not rigidly connected to the concrete, but is merely placed on a flat concrete surface.
- a disadvantage of this embodiment is that for this required exact alignment of the individual finished parts an adjustment must be present on each individual finished part.
- the overflow channel is unprotected against lateral forces, such as those that can occur in winter months due to snow and ice pressure.
- FR 2 537 196 A shows an overflow trough which is placed on the edge of a swimming pool and has a rib in the shape of an inverted U, whereby an overflow edge is formed.
- swimming pools are increasingly no longer made of precast concrete parts, but made of molded blocks, which are in turn made of insulating material and are poured out after assembly with poured concrete, this aggregate concrete aggregates - for example, glass fibers - may be added.
- the present invention therefore has as its object to provide precast elements for the construction of an overflow channel, as well as the overflow channel made of plastic, which can be combined with the known, rectilinear, angular and curved insulating molded blocks and the aforementioned disadvantages of the previously known embodiments Reliably avoids plastic overflow troughs.
- the present invention relates to a precast element for producing an overflow channel according to claim 4.
- the inventive construction enables a robust construction with a simple structure and excellent thermal properties.
- a high load capacity is achieved in particular by providing a plurality of mutually parallel support surfaces for the gutter cover grates in the region of the horizontal section and / or the groove-shaped depression.
- the load-bearing capacity can be increased by providing at least one transverse strut in the upper section of the groove-shaped depression for stiffening the precast element and / or for supporting gutter cover gratings.
- Water losses are avoided in a particularly preferred embodiment of the invention in that on a first end face at least one groove and on the opposite end side a spring is provided to allow a positive connection of adjacent prefabricated elements and that preferably in the region of the tongue and groove connection a rubbery molded seal is inserted or a permanently elastic sealing adhesive layer is introduced.
- a simplified work progress is given if a profile web is formed in the region of the end faces, which projects into the trough-shaped recess to connect adjacent precast elements by a clamp member which preferably includes the profile webs with play to allow drifting adjacent precast elements to a small extent .
- a particular advantage of this embodiment is that production tolerances and / or thermal changes in length can be compensated in this way without other disadvantages.
- the present invention relates to a swimming pool, which is equipped according to claim 12 with the precast elements described above.
- the finished part 1 consists essentially of a groove-shaped recess 2, a holding leg 3 and a located between these two sections, here substantially horizontally extending portion 4, which rests on a molded with concrete insulating molded block 5, of which the vertical leg 8 opposite vertical leg 8 was separated in the upper part to the cross bar 7.
- the insulating molded block 5 consists for example of Styrofoam and usually has an H-shaped cross-section with vertical legs 6 and 8, between which is located approximately centrally a broad transverse web 7.
- the vertical leg 6 is in his Upper area at least partially overlapped by the retaining leg 3 of the finished part 1 form fit.
- At least one transverse strut 17 may be provided for stiffening the precast element 1 and / or for supporting gutter cover gratings 10.
- a coated sheet 18 may be provided for film attachment.
- the holding leg 3 can be almost completely covered by a stainless steel cover profile 19 in a preferred embodiment.
- the opposite conclusion forms in this case another Titanabdeckprofil 20, which makes the section 21 of the molded part 1 to the ground or to the Gehplatten not shown visually appealing.
- each profile webs 22 which project into the channel-shaped recesses 2 are in a particularly preferred embodiment in the joint region of two precast 1 each profile webs 22 which project into the channel-shaped recesses 2, wherein each two adjacent profile webs 22 adjacent finished parts 1 are encompassed by a clamping element 23 with game.
- each precast element 1 is formed on one side with a groove 25 and on the opposite side with a spring 26 to allow a positive connection of adjacent precast elements 1.
- a rubber-elastic, molded seal is inserted in the tongue and groove connection.
- the corner regions of the basin are formed by angled prefabricated elements 1, as shown for example in FIG. 4.
- angled prefabricated elements as shown for example in FIG. 4.
- Round pool edges have similarly formed, curved prefabricated elements.
- cross struts 17 may be present.
- FIG. 5 An enlarged section of the connection point between two adjacent precast elements 1, 1 'in the region of the profile webs 22, 22' has been shown in FIG. 5 as a vertical section.
- the precast element 1 terminates with a spring 26, the finished part element 1 'terminates with a groove 25 from. In between there is a seal 29.
- the adjacent profile webs 22 and 22 ' are comprised of a clamping element 23, wherein between the inside of the clamping element 23 and the profile webs 22 and 22', there is a gap which a displacement of the precast elements 1 and 1 'from each other a narrow range allowed. However, this range is kept so low that there can be no leakage between the precast elements 1 and 1 '.
- Fig. 6 shows the same connection point of Fig. 5, but as a horizontal section.
- the particular advantage of the precast elements according to the invention and thus the overflow channel made therefrom is that no heat loss of the effluent pool water can occur by contact with cold bridges, such as cold concrete or the like.
- the only contact surface with concrete concerns those between the insulating legs of a Isolierformsteines, which can not represent a cold bridge due to its location.
- the overflow channel according to the invention is ideal both for outdoor pools, but especially for use in indoor pools.
- precast elements can be handled just as easily as the Isolierformsteine and also are much cheaper to produce, as custom-made stainless steel troughs.
- waterproof connection is much easier to manufacture compared with stainless steel troughs and has a many times longer life.
- Another advantage is the preferred connection of adjacent prefabricated elements on the molded profile webs by additional clamping elements, since the precast elements can change their position in the longitudinal region within small limits their deformation without risking damage to the joints and thus a leak.
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- Architecture (AREA)
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- Water Supply & Treatment (AREA)
- Sewage (AREA)
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Description
Die Erfindung betrifft ein Verfahren zur Herstellung eines Schwimmbeckens mit einer Überlaufrinne gemäß dem Oberbegriff von Patentanspruch 1.The invention relates to a method for producing a swimming pool with an overflow channel according to the preamble of
Die Herstellung von Schwimmbecken mit Formsteinen ist seit langem bekannt. Formsteine ermöglichen eine sehr individuelle Ausgestaltung der Schwimmbecken, wodurch diese in optimaler Weise den räumlichen Gegebenheiten des Bauplatzes angepasst werden können, um das vorhandene Platzangebot bestmöglich nutzen zu können. Auch ist es bekannt, die solcherart errichteten Schwimmbecken mit Folien auszukleiden, da die Herstellung von Folienauskleidungen für individuelle Beckenmaße leicht zu realisieren ist. Es ist auch bekannt, diese Schwimmbecken mit einer Überlaufrinne auszugestalten, um die Wassertiefe an die maximale baurechtliche Beckentiefe heranzuführen.The production of swimming pools with molded bricks has long been known. Molded bricks allow a very individual design of the swimming pool, so that they can be optimally adapted to the spatial conditions of the building site in order to make the best possible use of the available space. It is also known to line the thus constructed swimming pool with films, since the production of foil liners for individual pelvic measurements is easy to implement. It is also known to design these swimming pools with an overflow channel in order to introduce the water depth to the maximum building law basin depth.
Ebenfalls bekannt ist, auf diese Formsteine eine Überlaufrinne aus Fertigteilen aufzusetzen, welche eine etwa U-förmige Querschnittsform besitzen und aus Beton oder aus Glasfaserbeton hergestellt sind. Damit diese Betonfertigteile absolut wasserdicht sind, werden die wasserführenden inneren Oberflächenbereiche mit PVC-beschichtetem Folienblech ausgekleidet. Die Herstellung einer Überlaufrinne mit derart ausgekleideten Betonfertigteilen erweist sich aber als wirtschaftlich relativ aufwendig.It is also known to put on these stones an overflow trough of precast elements, which have an approximately U-shaped cross-sectional shape and are made of concrete or fiberglass concrete. To ensure that these precast concrete components are completely waterproof, the water-bearing inner surface areas are lined with PVC-coated foil. However, the production of an overflow channel with such precast concrete parts proves to be relatively expensive economically.
Aus der DE 296 18 529 U1 ist ein Fertigteil für den Aufbau einer Überlaufrinne bekannt, welches diesen Nachteil vermeidet. Das Fertigteil hat einen Betongrundkörper, der im wesentlichen die Form eines U-Profiles hat, mit einem im wesentlichen ebenflächig begrenzten Boden und außenseitig rechtwinklig an diesen anschließenden Längswänden, deren obere Bereiche durch Anschlussprofile, die bei der Herstellung des Fertigteils verlorene Schalungselemente bilden, abgedeckt sind, deren Außenflächen durch Kunststoffschichten gebildet sind, mit denen die Beckenfolie durch Schweißen stoffschlüssig verbunden ist.From DE 296 18 529 U1 a finished part for the construction of an overflow channel is known, which avoids this disadvantage. The finished part has a concrete base body, which has substantially the shape of a U-profile, with a substantially planar limited bottom and outside at right angles to these adjoining longitudinal walls, the upper areas are covered by connection profiles that form lost in the manufacture of the finished part shuttering elements whose outer surfaces are formed by plastic layers, with which the pelvic film is firmly bonded by welding.
Weiters ist aus der DE 199 13 597 A eine Überlaufrinne bekannt, welche ein Bauelement offenbart, das mit anderen Bauelementen unter Bildung einer Rinne verbunden wird. Der Rinnenteil des Bauelementes besteht aus einer Kunststoffrinne, die in ein bewehrtes Trägerteil aus Beton in Form einer verlorenen Schalung eingegossen wird und die mit den Kunststoffrinnen benachbarter Bauelemente dichtend verbunden wird. Der Grundkörper dieses Bauelementes besteht mindestens aus zwei Teilen, einem Rinnenteil und einem Trägerteil, welche fest miteinander verbunden sind. Die dichtende Verbindung benachbarter Bauelemente wird entweder durch verkleben mit einem gummielastisch aushärtenden Klebstoff, etwa kalthärtendem Silikonkautschuk, oder durch Verschweißen der aus thermoplastischem Kunststoff gefertigten Rinnenteile bewirkt. Nachteilig bei dieser Ausführung ist jedoch, dass der Rinnenteil und der tragende Teil fest miteinander verbunden sind. Dadurch werden spätere Sanierungsmaßnahmen erheblich erschwert.Furthermore, from DE 199 13 597 A an overflow channel is known, which discloses a component which is connected to other components to form a channel. The gutter part of the component consists of a plastic gutter, which is poured into an armored support member made of concrete in the form of a lost formwork and with the plastic gutters of adjacent components is sealingly connected. The main body of this component consists of at least two parts, a gutter part and a support part, which are firmly connected to each other. The sealing connection of adjacent components is effected either by gluing with a rubber-elastic curing adhesive, such as cold-curing silicone rubber, or by welding the made of thermoplastic resin trough parts. A disadvantage of this design, however, is that the gutter part and the supporting part are firmly connected. This makes subsequent remedial measures considerably more difficult.
Ein weiterer Nachteil besteht in der verschweißten Verbindung der aus thermoplastischem Kunststoff gefertigten Rinnenteile. Die einzelnen Beckenelemente wiesen unterschiedliche Wärmedehnungskoeffizienten auf. Dies führt besonders bei einer längeren Bauweise des Schwimmbeckens zur Bildung von Dehnungsrissen, wodurch die Überlaufrinne undicht wird und aufwendige Sanierungsmaßnahmen erforderlich werden.Another disadvantage is the welded connection made of thermoplastic material made of gutter parts. The individual pelvic elements had different thermal expansion coefficients. This leads to the formation of expansion cracks, in particular with a longer design of the swimming pool, as a result of which the overflow channel becomes leaky and expensive refurbishment measures become necessary.
Um hier Abhilfe zu schaffen, schlägt die DE 199 06 507 A eine Überlaufrinne aus Kunststofffertigteilen vor, welche nicht mit dem Beton starr verbunden ist, sondern lediglich auf eine ebene Betonfläche aufgesetzt wird. Nachteilig bei dieser Ausführungsform ist jedoch, dass zur hierbei erforderlichen exakten Ausrichtung der einzelnen Fertigteile eine Justiervorrichtung an jedem einzelnen Fertigteil vorhanden sein muss. Weiters ist die Überlaufrinne ungeschützt gegen seitliche Kräfte, wie sie etwa in den Wintermonaten durch Schnee- und Eisdruck auftreten können.To remedy this situation, DE 199 06 507 A proposes an overflow channel made of plastic parts, which is not rigidly connected to the concrete, but is merely placed on a flat concrete surface. A disadvantage of this embodiment, however, is that for this required exact alignment of the individual finished parts an adjustment must be present on each individual finished part. Furthermore, the overflow channel is unprotected against lateral forces, such as those that can occur in winter months due to snow and ice pressure.
Weiters zeigt die FR 2 537 196 A eine Überlaufrinne, die auf dem Rand eines Schwimmbeckens aufgesetzt ist und eine Rippe in der Form eines umgekehrten U's aufweist, wodurch eine Überlaufkante gebildet wird.Furthermore,
Alle diese bekannten Ausführungen von Überlaufrinnen aus Kunststoff weisen zusätzlich den Nachteil auf, dass sie über keine isolierenden Einrichtungen verfügen, welche einem zu starken Wärmeverlust des ablaufenden Beckenwassers entgegen wirken würden.All these known types of overflow channels made of plastic also have the disadvantage that they have no insulating devices which would counteract excessive heat loss of the running pool water.
Um diesem Nachteil zu begegnen, werden bereits seit einigen Jahren Schwimmbecken vermehrt nicht mehr aus Betonfertigteilen, sondern aus Formsteinen gebaut, welche ihrerseits aus Isoliermaterial gefertigt sind und nach dem Zusammenbau mit Schüttbeton ausgegossen werden, wobei diesem Schüttbeton Zuschlagsstoffe - beispielsweise Glasfasern - beigemengt sein können.To meet this disadvantage, swimming pools are increasingly no longer made of precast concrete parts, but made of molded blocks, which are in turn made of insulating material and are poured out after assembly with poured concrete, this aggregate concrete aggregates - for example, glass fibers - may be added.
Diese Formsteine, welche ein im wesentlichen H-förmiges Querschnittsprofil haben, weisen eine Reihe von Vorteilen auf. So sind sie erheblich leichter als Betonfertigteile und damit einfacher zu verbauen, können noch leichter als Betonfertigteile der gewünschten Beckengeometrie angepasst werden und bilden ein sowohl zur Wasserseite als auch zur Erdseite hin sehr gut isoliertes Mauerwerk. Allerdings sind sie nicht geeignet zur Aufnahme einer Überlaufrinne, da der zwischen den Isolierwänden zur Verfügung stehende Querschnitt zu schmal zur Aufnahme einer Überlaufrinne ist. Überlaufendes Beckenwasser würde beim plötzlichen Auftreten einer Welle über die Überlaufrinne hinaus schwappen.These conglomerates, which have a substantially H-shaped cross-sectional profile, have a number of advantages. So they are considerably lighter than precast concrete parts and thus easier to install, can be more easily adapted as precast concrete parts of the desired pelvic geometry and form a well insulated both to the water side and the earth side brickwork. However, they are not suitable for receiving an overflow channel, since the available between the insulating walls cross section is too narrow for receiving an overflow channel. Overflowing pool water would slosh over the overflow trough if a wave suddenly appears.
Die vorliegende Erfindung stellt sich daher die Aufgabe, Fertigteilelemente für den Bau einer Überlaufrinne, sowie die damit hergestellte Überlaufrinne aus Kunststoff zu schaffen, welche mit den bekannten, geradlinigen, winkeligen und gekrümmt ausgebildeten Isolier-Formsteinen kombinierbar ist und die genannten Nachteile der bisher bekannten Ausführungen von Kunststoff-Überlaufrinnen zuverlässig vermeidet.The present invention therefore has as its object to provide precast elements for the construction of an overflow channel, as well as the overflow channel made of plastic, which can be combined with the known, rectilinear, angular and curved insulating molded blocks and the aforementioned disadvantages of the previously known embodiments Reliably avoids plastic overflow troughs.
Erfindungsgemäß werden diese Aufgaben durch die Merkmale von Patentanspruch 1 gelöst. Durch das erfindungsgemäße Verfahren ist es möglich Wärmeverluste durch eine ununterbrochene Isolation weitgehend zu vermeiden. Gleichzeitig kann eine einfache Konstruktion unter Verwendung herkömmlicher Isoliersteine erreicht werden, was insbesondere den Bau eines Schwimmbeckens entsprechend erleichtert und verkürzt. Das erfindungsgemäße Verfahren kann insbesondere dadurch effizient dadurch geändert werden, dass die Überlaufringe aus mehreren Fertigteilelementen durch Verkleben oder Verschweißen gebildet wird.According to the invention, these objects are achieved by the features of
Weiters betrifft die vorliegende Erfindung ein Fertigteilelement zur Herstellung einer Überlaufrinne gemäß Patentanspruch 4. Die erfindungsgemäße Ausbildung ermöglicht eine robuste Konstruktion mit einfachem Aufbau und hervorragenden thermischen Eigenschaften. Eine hohe Belastbarkeit wird insbesondere dadurch erreicht, dass im Bereich des horizontalen Abschnittes und/oder der rinnenförmigen Vertiefung mehrere zueinander parallele Abstützflächen für die Rinnenabdeckroste vorgesehen sind. Weiters kann die Belastbarkeit dadurch erhöht werden, dass im oberen Abschnitt der rinnenförmigen Vertiefung mindestens eine Querstrebe zur Versteifung des Fertigteilelementes und/oder zur Abstützung von Rinnenabdeckrosten vorgesehen ist.Furthermore, the present invention relates to a precast element for producing an overflow channel according to
Wasserverluste werden in einer besonders bevorzugten Ausführungsvariante der Erfindung dadurch vermieden, dass an einer ersten Stirnseite mindestens eine Nut und auf der gegenüberliegenden Stirnseite eine Feder vorgesehen ist, um eine formschlüssige Steckverbindung benachbarter Fertigteilelemente zu ermöglichen und dass vorzugsweise im Bereich der Nut-Feder-Verbindung eine gummielastische geformte Dichtung eingelegt ist oder eine dauerelastische abdichtende Kleberschicht eingebracht ist.Water losses are avoided in a particularly preferred embodiment of the invention in that on a first end face at least one groove and on the opposite end side a spring is provided to allow a positive connection of adjacent prefabricated elements and that preferably in the region of the tongue and groove connection a rubbery molded seal is inserted or a permanently elastic sealing adhesive layer is introduced.
Ein vereinfachter Arbeitsfortschritt ist gegeben, wenn im Bereich der Stirnseiten ein Profilsteg ausgebildet ist, der in die rinnenförmige Vertiefung hineinragt, um benachbarte Fertigteilelemente durch ein Klammerelement zu verbinden, das die Profilstege vorzugsweise mit Spiel umfasst, um ein Auseinanderdriften benachbarter Fertigteilelemente in geringem Ausmaß zu ermöglichen. Ein besonderer Vorteil dieser Ausführungsvariante besteht darin, dass Produktionstoleranzen und/oder thermische Längenänderungen auf diese Weise ohne sonstige Nachteile ausgeglichen werden können.A simplified work progress is given if a profile web is formed in the region of the end faces, which projects into the trough-shaped recess to connect adjacent precast elements by a clamp member which preferably includes the profile webs with play to allow drifting adjacent precast elements to a small extent , A particular advantage of this embodiment is that production tolerances and / or thermal changes in length can be compensated in this way without other disadvantages.
Letztlich betrifft die vorliegende Erfindung ein Schwimmbecken, das gemäß Patentanspruch 12 mit den oben beschriebenen Fertigteilelementen ausgestattet ist.Finally, the present invention relates to a swimming pool, which is equipped according to
In der Folge wird die vorliegende Erfindung anhand der in den Figuren dargestellten Ausführungsbeispiele näher erläutert. Es zeigen:
- Fig. 1
- ein erfindungsgemäßes Fertigteilelement im Schnitt;
- Fig. 2
- ein Fertigteilelement, in einer axonometrischen Darstellung mit weggelassenem Rinnenbdeckrost;
- Fig. 3
- eine axonometrische Darstellung einer Ausführungsvariante der Erfindung;
- Fig. 4
- ein Eckelement einer Überlaufrinne in einer axonometrischen Darstellung;
- Fig. 5
- ein Detail einer Verbindungsstelle zwischen zwei Fertigteilelementen im Schnitt in vergrößertem Maßstab; und
- Fig. 6
- die Verbindungsstelle von Fig. 5 in einem horizontalen Schnitt.
- Fig. 1
- an inventive precast element in section;
- Fig. 2
- a precast element, in an axonometric representation with omitted gutter cover grid;
- Fig. 3
- an axonometric view of an embodiment of the invention;
- Fig. 4
- a corner element of an overflow channel in an axonometric representation;
- Fig. 5
- a detail of a joint between two precast elements in section on an enlarged scale; and
- Fig. 6
- the junction of Fig. 5 in a horizontal section.
Wie aus Fig. 1 hervorgeht, besteht das Fertigteil 1 im wesentlichen aus einer rinnenförmigen Vertiefung 2, einem Halteschenkel 3 und einem zwischen diesen beiden Abschnitten befindlichen, hier im wesentlichen horizontal verlaufenden Abschnitt 4, welcher auf einem mit Beton ausgegossenen Isolier-Formstein 5 aufliegt, von dem der dem vertikalen Schenkel 6 gegenüberliegende vertikale Schenkel 8 im oberen Bereich bis zum Quersteg 7 abgetrennt wurde. Der Isolier-Formstein 5 besteht beispielsweise aus Styropor und hat üblicherweise einen H-förmigen Querschnitt mit vertikalen Schenkeln 6 und 8, zwischen welchen sich etwa mittig ein breiter Quersteg 7 befindet. Der vertikale Schenkel 6 wird in seinem oberen Bereich zumindest teilweise vom Halteschenkel 3 des Fertigteiles 1 formschlüssig übergriffen. Der Abschnitt 4 bildet gemeinsam mit der rinnenförmigen Vertiefung 2 den Aufnahmeteil 9 für einen Rinnenabdeckrost 10.As is apparent from Fig. 1, the
Zur Vermeidung von Wärmeverlusten sind um die frei liegenden Wände der rinnenförmigen Vertiefung 2 weitere Isolierungen 11 und 12 angeordnet. Es versteht sich jedoch von selbst, dass es auch denkbar ist, einen Isolier-Formstein zu schaffen, welcher die weiteren Isolierungen 11 und 12 angeformt hat, um damit die oberste Reihe aus Isolier-Formsteinen zur Aufnahme des erfindungsgemäßen Fertigteiles 1 zu bilden.To avoid
In den gegenüberliegenden Randbereichen 13 und 14 des Aufnahmeteiles 9 sind zueinander parallel verlaufende Abstützflächen 15 und 16 für den Rinnenabdeckrost 10 vorgesehen. Weiters kann in einer bevorzugten Ausführungsform zumindest eine Querstrebe 17 zum Aussteifen des Fertigteilelementes 1 und/oder zum Abstützen von Rinnenabdeckrosten 10 vorgesehen sein.In the
Entlang der Oberkante des Halteschenkels 3 kann ein beschichtetes Blech 18 zur Folienbefestigung vorgesehen sein. Um einen optisch ansprechenden Abschluss gegenüber dem Wasserbecken herzustellen, kann der Halteschenkel 3 in einer bevorzugten Ausführungsform von einem Edelstahlabdeckprofil 19 nahezu vollständig umfasst sein. Den gegenüberliegenden Abschluss bildet in diesem Fall ein weiteres Edelstahlabdeckprofil 20, welches den Abschnitt 21 des Formteiles 1 zum Erdreich oder zu den nicht dargestellten Gehplatten hin optisch ansprechend gestaltet.Along the upper edge of the retaining
In den Kantenbereichen der rinnenförmigen Vertiefung 2 befinden sich in einer besonders bevorzugten Ausführungsform im Stoßbereich zweier Fertigteile 1 jeweils Profilstege 22, welche in die rinnenförmigen Vertiefungen 2 hineinragen, wobei jeweils zwei nebeneinander liegende Profilstege 22 benachbarter Fertigteile 1 von einem Klammerelement 23 mit Spiel umfasst werden.In the edge regions of the channel-shaped
Wie aus Fig. 2 hervorgeht, werden in einer bevorzugten Ausführung die Stoßbereiche jedes Fertigteilelementes 1 auf einer Seite mit einer Nut 25 und auf der gegenüber liegenden Seite mit einer Feder 26 ausgebildet, um eine formschlüssige Steckverbindung benachbarter Fertigteilelemente 1 zu ermöglichen. In einer bevorzugten Ausführung ist in der Nut- und Federverbindung eine gummielastische, geformte Dichtung eingelegt. Es ist jedoch auch denkbar, diesen Bereich durch einbringen einer dauerelastischen, abdichtenden Kleberschicht wasserdicht auszubilden.As is apparent from Fig. 2, in a preferred embodiment, the joint portions of each
Weiters kann es von Vorteil sein, die Abschnitte 3 und 21 des Formteiles mit einem zusätzlichen Versteifungsblech 27 oder Versteifungswinkel 28 in ihrer Form zu stabilisieren, wie aus Fig. 3 hervor geht.Furthermore, it may be advantageous to stabilize the
Die Eckbereiche des Beckens werden von gewinkelten Fertigteilelementen 1 gebildet, wie beispielsweise in Fig. 4 dargestellt. Es sind jedoch analog auch andere als rechtwinkelige Fertigteilelemente vorstellbar. Runde Beckenränder weisen analog ausgebildete, gekrümmt geformte Fertigteilelemente auf. Auch bei diesen Fertigteilelementen 1 können Querstreben 17 vorhanden sein.The corner regions of the basin are formed by angled
Zum besseren Verständnis wurde in Figur 5 ein vergrößerter Ausschnitt der Verbindungsstelle zwischen zwei benachbarten Fertigteilelementen 1, 1' im Bereich der Profilstege 22, 22' als vertikaler Schnitt dargestellt. Das Fertigteilelement 1 schließt mit einer Feder 26 ab, das Fertigteilelement 1' schließt mit einer Nut 25 ab. Dazwischen befindet sich eine Dichtung 29. Die benachbarten Profilstege 22 und 22' werden von einem Klemmelement 23 umfasst, wobei zwischen der Innenseite des Klemmelementes 23 und den Profilstegen 22 und 22' ein Spalt besteht, welcher eine Verschiebung der Fertigteilelemente 1 und 1' voneinander in einem engen Bereich erlaubt. Dieser Bereich ist jedoch so gering gehalten, dass es zu keiner Undichtigkeit zwischen den Fertigteilelementen 1 und 1' kommen kann. Durch diese bevorzugte Ausführung der Verbindung zweier Fertigteilelemente 1 und 1' bleiben thermische Verformungen ohne negativen Einfluss auf die Dichtheit der Überlaufrinne.For a better understanding, an enlarged section of the connection point between two adjacent
Fig. 6 stellt dieselbe Verbindungsstelle aus Fig. 5, allerdings als horizontalen Schnitt dar.Fig. 6 shows the same connection point of Fig. 5, but as a horizontal section.
Der besondere Vorteil der erfindungsgemäßen Fertigteilelemente und damit der daraus gefertigten Überlaufrinne ist, dass kein Wärmeverlust des abfließenden Beckenwassers durch Berührung mit Kältebrücken, wie kaltem Beton oder dergleichen auftreten kann. Die einzige Berührungsfläche mit Beton betrifft jene zwischen den isolierenden Schenkeln eines Isolierformsteines, welcher aufgrund seiner Lage keine Kältebrücke darstellen kann. Damit ist die erfindungsgemäße Überlaufrinne sowohl für Freiluftbecken, aber insbesondere auch für den Einsatz bei Hallenbecken hervorragend geeignet.The particular advantage of the precast elements according to the invention and thus the overflow channel made therefrom is that no heat loss of the effluent pool water can occur by contact with cold bridges, such as cold concrete or the like. The only contact surface with concrete concerns those between the insulating legs of a Isolierformsteines, which can not represent a cold bridge due to its location. Thus, the overflow channel according to the invention is ideal both for outdoor pools, but especially for use in indoor pools.
Ein weiterer großer Vorteil besteht darin, dass die Fertigteilelemente genauso leicht gehandhabt werden können, wie die Isolierformsteine und zudem wesentlich kostengünstiger herzustellen sind, als maßgefertigte Edelstahlrinnen. Zudem ist die wasserdichte Verbindung im Vergleich mit Edelstahlrinnen wesentlich leichter herzustellen und weist eine um vielfaches längere Lebensdauer auf.Another great advantage is that the precast elements can be handled just as easily as the Isolierformsteine and also are much cheaper to produce, as custom-made stainless steel troughs. In addition, the waterproof connection is much easier to manufacture compared with stainless steel troughs and has a many times longer life.
Durch die bevorzugte Ausführungsform der Nut-Feder-Verbindung benachbarter Fertigteilelemente sind keinerlei Einrichtungen für Höhenjustierungen notwendig.Due to the preferred embodiment of the tongue and groove joint of adjacent precast elements no facilities for height adjustments are necessary.
Einen weiteren Vorteil stellt die bevorzugte Verbindung benachbarter Fertigteilelemente über die angeformten Profilstege durch zusätzliche Klemmelemente dar, da die Fertigteilelemente bei auftretenden Verformungsspannungen im Längsbereich innerhalb geringer Grenzen ihre Lage verändern können, ohne dadurch eine Beschädigung der Verbindungsstellen und damit ein Undicht werden zu riskieren.Another advantage is the preferred connection of adjacent prefabricated elements on the molded profile webs by additional clamping elements, since the precast elements can change their position in the longitudinal region within small limits their deformation without risking damage to the joints and thus a leak.
Claims (12)
- Method for building a swimming pool with an overflow channel comprising the following steps:- building the walls of the pool with shaped bricks (5) made of insulating material and filled with concrete;- making a suitable upper edge of the pool-walls;- placing at least one prefabricated plastic element according to any of claims 4 to 11, on top of a pool wall in order to form an overflow channel,characterised in that the upper edge of at least one pool-wall is made of shaped bricks (5), which have vertically extending legs (6) on the side facing the pool, which legs (6) are connected to a horizontal cross-member (7), and that the prefabricated element (1) is placed upon the vertical legs (6) so as to lock on at least partially.
- Method according to claim 1, characterised in that the sections of the prefabricated element (1) adjacent to the shaped bricks (5) are insulated by further insulation elements (11, 12).
- Method according to claim 1 or 2, characterised in that the overflow channel is made of a number of prefabricated elements (1) by bonding or welding.
- Prefabricated element for making an overflow channel for a swimming pool, which prefabricated element is designed to be placed on a shaped brick (5) made of insulating material, and is provided in its position of use with an essentially horizontal section (4), and a groove-shaped depression (2) adjacent to the horizontal section (4), and a covering grid (10), characterised in that a holding leg (3) adjoins the horizontal section (4) opposite the depression (2), said leg (3) being shaped so as to lock onto a vertical leg (6) of the shaped brick (5).
- Prefabricated element according to claim 4, characterised in that a plurality of mutually parallel supporting surfaces (15, 16) for the covering grids (10) are provided in the area of the horizontal section (4) and/or the groove-shaped depression (2).
- Prefabricated element according to claim 4 or 5, characterised in that at least one cross-brace (17) for enhancing the rigidity of the prefabricated element and/or supporting the covering grids (10) is provided in the upper region of the groove-shaped depression (2).
- Prefabricated element according to any of claims 4 to 6, characterised in that a first front side of the element is provided with at least one groove (25) and the opposite front side with a tongue (26) in order to achieve an interlocking connection of adjacent prefabricated elements (1, 1'), and that an elastically formed rubber seal (29) or a permanently elastic sealing layer (30) is applied preferably in the area of the tongue-and-groove connection (25, 26).
- Prefabricated element according to any of claims 4 to 7, characterised in that a profiled member (22, 22') is provided in the area of the front sides, which projects into the groove-shaped depression (2) in order to connect adjacent prefabricated elements (1, 1') by means of a clamping element (23), said element (23) embracing the profiled members (22, 22') preferably with some play, such that a drifting apart of adjacent prefabricated elements (1, 1') is permitted to a small extent.
- Prefabricated element according to any of claims 4 to 8, characterised in that the holding leg (3) is at least partly surface-treated or covered with coated sheet metal (18), in order to permit a plastic pool foil to be welded thereto.
- Prefabricated element according to any of claims 4 to 9, characterised in that the holding leg (3) is embraced by a covering profile (19), which preferably is designed so as to be adjustable relative to the holding leg (3) in order to be level with the water surface.
- Prefabricated element according to any of claims 4 to 10, characterised in that the covering grid (10) covers the horizontal section (4) and the groove-shaped depression (2).
- Swimming pool with walls built from shaped bricks (5) of insulating material, which are filled with concrete, the upper edge being made of shaped bricks (5) having vertically extending legs (6) with an adjoining cross-member (7) each that is essentially horizontal, characterised in that a prefabricated element (1) according to any of claims 4 to 11 is placed on the upper edge, said element (1) by its shape locking onto the vertical leg (6) of the shaped brick (5).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0086303U AT7417U1 (en) | 2003-12-02 | 2003-12-02 | MANUFACTURED ELEMENT FOR THE CONSTRUCTION OF A PLASTIC OVERFLOW AND OVERFLOW THEREOF |
AT8632003U | 2003-12-02 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1538281A1 EP1538281A1 (en) | 2005-06-08 |
EP1538281B1 true EP1538281B1 (en) | 2007-03-07 |
Family
ID=33569137
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04450218A Not-in-force EP1538281B1 (en) | 2003-12-02 | 2004-11-25 | Method and prefabricated element for manufacturing a swimming pool with a gutter |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1538281B1 (en) |
AT (2) | AT7417U1 (en) |
DE (1) | DE502004003118D1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2905957A1 (en) * | 2006-09-15 | 2008-03-21 | Amaya Piscines Sarl | Discharge spout for swimming pool, has hooking device that is positioned on wall and integrated with discharge device, where hooking and discharge devices are placed longitudinally and parallel to each other |
FR2927345A1 (en) * | 2008-02-11 | 2009-08-14 | Jacques Pitoux | OVERFLOW DEVICE POSSIBLE TO BE POSITIONED ON WOOD WALLS OF A SWIMMING POOL |
AT524845B1 (en) * | 2021-09-23 | 2022-10-15 | Berndorf Metall Und Baederbau Gmbh | Guide device for deflecting water in a water drainage channel of a swimming pool and corresponding water drainage channel |
FR3144631A1 (en) | 2022-12-28 | 2024-07-05 | Laurent Bernard | SKIMMER DEVICE FOR OVERFLOW BASIN |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2537196B3 (en) | 1982-12-07 | 1985-12-06 | Desjoyaux Catherine | PREFABRICATED PROFILE FOR POOL REPAIRS |
ATA175292A (en) * | 1992-09-02 | 1997-07-15 | Ast Zeller Gmbh | POOL LINING, ESPECIALLY POOL LINING |
DE19630841A1 (en) | 1996-07-31 | 1998-02-05 | Maylaender Karl Heinz | Prefabricated overflow channel element for swimming pool |
DE29802829U1 (en) | 1998-02-19 | 1998-04-02 | Lörcher, Thomas, 74388 Talheim | Overflow channel for swimming pools |
DE19913597C2 (en) | 1999-03-25 | 2002-10-24 | Kreisig Dieter | Process for producing a pool overflow channel and component for the construction of a pool overflow channel |
DE29909486U1 (en) * | 1999-05-31 | 1999-08-12 | Hirsch Porozell Gmbh, Glanegg | Wall and formwork element for erecting walls, especially for swimming pool walls |
-
2003
- 2003-12-02 AT AT0086303U patent/AT7417U1/en not_active IP Right Cessation
-
2004
- 2004-11-25 AT AT04450218T patent/ATE356264T1/en not_active IP Right Cessation
- 2004-11-25 EP EP04450218A patent/EP1538281B1/en not_active Not-in-force
- 2004-11-25 DE DE502004003118T patent/DE502004003118D1/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
DE502004003118D1 (en) | 2007-04-19 |
AT7417U1 (en) | 2005-03-25 |
ATE356264T1 (en) | 2007-03-15 |
EP1538281A1 (en) | 2005-06-08 |
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