EP2995729B1 - Dispositif de drainage d'eau doté de bloc en mousse - Google Patents

Dispositif de drainage d'eau doté de bloc en mousse Download PDF

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Publication number
EP2995729B1
EP2995729B1 EP14003130.3A EP14003130A EP2995729B1 EP 2995729 B1 EP2995729 B1 EP 2995729B1 EP 14003130 A EP14003130 A EP 14003130A EP 2995729 B1 EP2995729 B1 EP 2995729B1
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EP
European Patent Office
Prior art keywords
tube
foam
foam shell
water outlet
material block
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.)
Active
Application number
EP14003130.3A
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German (de)
English (en)
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EP2995729A1 (fr
Inventor
Daniel Mächler
Andreas Schläpfer
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.)
Geberit International AG
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Geberit International AG
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Publication date
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Priority to EP14003130.3A priority Critical patent/EP2995729B1/fr
Priority to PL14003130T priority patent/PL2995729T3/pl
Publication of EP2995729A1 publication Critical patent/EP2995729A1/fr
Application granted granted Critical
Publication of EP2995729B1 publication Critical patent/EP2995729B1/fr
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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0407Floor drains for indoor use
    • E03F5/0408Floor drains for indoor use specially adapted for showers
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/041Accessories therefor
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0412Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0413Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for height adjustment
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0412Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0415Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for horizontal position adjustment

Definitions

  • the present invention relates to a water drain for removing water from a walk-in floor to a sewer.
  • the water produced during showering is collected by a drainage device and initially passed downwards relative to the plane on which the showering person stands.
  • This drainage device will be briefly referred to below as the floor drain. It does not necessarily have to be installed in the floor area on which the showering person stands, but can be installed, for example.
  • wall drains should be considered here as floor drain when the water in the wall drain down and not discharged laterally.
  • a floor drain in the sense of the speech that the water is removed from a walk-in floor, so not z. B. from a sink or sink.
  • a shower tray or a shower floor are considered walkable floor; the lower part of a bathtub is not.
  • Floor drains have long been known and in wide use. It may be more or less "punctiform" acting floor drains that capture a horizontal area of limited extent, which is usually provided with the ground in the area with a water leading to the ground drain slope. Also common are so-called gutters, which extend in a horizontal direction significantly further than in the perpendicular to it and collect the water over a gutter.
  • the configuration of the area in which the water enters the drain at the bottom does not matter.
  • the concept of the floor drain or water drainage here refers even to elements under, for example, the gutter of a gutter drain alone, which can then be provided depending on the individual case, for example with a gutter or another part for the water inlet.
  • the floor drains are installed in buildings in the floor, with the parts of interest below lying below the floor surface level.
  • the floor drains are integrated directly into a floor screed.
  • a pipeline with a vertical inlet region, which receives the water, for example, from the gutter of a gutter outlet and continues downwards, and an adjoining horizontal manifold area directly in the screed.
  • the already mentioned any gradient of the soil surface for collecting the water to the drain is executed when laying the screed in this.
  • so-called boards made of foam material are known, which can accommodate floor drains and replace the screed in the shower area. They are placed on the unfinished soil and, with their surface, already provide the desired slope structure; if necessary, they must be relined accordingly.
  • the prior art is initially based on the preamble underlying DE 10 2010 004 356 A1 referred and further the DE 20 2012 100 897 U1 and the EP 2 540 202 A2 each showing multi-piece boards with a water drain integrated into one part of the board.
  • the present invention has for its object to provide an advantageous solution with regard to the integration of a floor drain in the floor construction.
  • a water drain for discharging water from a walk-on floor according to claim 1 is provided.
  • the invention is thus directed to the accommodation of a water drain with at least one piece of pipe with vertical inlet area and horizontal manifold area in a foam block.
  • Other floor drainage parts may, but need not be provided, for example, upstream of the inlet region provided inlet funnel and / or drain pots and / or gutters.
  • the accommodation in the foam block allows a good combination of a simple mounting of the pipeline of the drain on, for example, a bare floor, a protection of the pipeline and an integration in the screed.
  • the foam block according to the invention should be integrated into a screed provided in the area of the shower (or another application environment of the floor drain) and should not replace it. The same applies to other floor structures.
  • the foam block is much narrower than a board, at least in the direction perpendicular to the longitudinal extent of the pipeline (in the horizontal manifold region and possibly other adjoining pipeline regions).
  • the upper limit is 300 mm, preferably 250 mm, 200 mm, 175 mm or even only 150 mm. In the embodiment, this value is 130 mm.
  • a lower limit is of course in the width of the floor drain (without foam block) itself.
  • screed (or an alternative floor structure) is located to the side of the foam block so that the foam block does not dictate the basic geometry of the shower area or other local area around the drain.
  • screed (or otherwise alternative floor structure) is preferably provided in the fully installed state also on the foam block, so the foam block does not bridge the entire intermediate thickness between unfinished floor and floor covering, such as tiles. For boards but exactly what is desired because they, as already stated, also serve to specify the slope of a corresponding shower area.
  • the total extension of the foam block in this direction is at most 400 mm.
  • the following upper limits 375 mm, 350 mm or even 325 mm.
  • the embodiment has a value of 300 mm here.
  • a preferred lower limit is 200 mm, at least if an odor trap siphon is provided.
  • the invention allows for a favorable and protective anchoring of the pipeline in the ground, without any restrictions being placed on the design of the environment of the floor drain, both in terms of a board-defined height (and inclination) and in terms of horizontal extent.
  • the foam block can be designed so that it surrounds the pipeline very largely and thus ensures good sound insulation. Where, for example, screed comes directly to the pipeline, experience has shown that there is a stronger coupling of flow noise in the drain, which can be counteracted by the foam block.
  • an odor trap is provided in the pipeline, which works according to the siphon principle. This may be formed by a submerged and not quite to the bottom reaching wall within the inlet region or protrude to a part of the inlet region, namely, the horizontal manifold portion is part of the siphon. In any case, it is preferred that the siphon, or in the case of a multiple siphon, all siphon stages be housed in the foam block. Especially in the siphon there is a noise, because the flow path of the water goes through curves and because it comes to water-air mixtures.
  • the invention provides an at least two-part embodiment of the foam block.
  • One possible advantage is the removability of the tubing, even though the foam block encloses itself (in the assembled state). The latter is preferred to keep the pipeline safe and to ensure good sound insulation. Due to the multipartite, it remains at a separability.
  • Another possible advantage of the multi-part is to optimize different shell parts differently in a simple manner.
  • an embodiment is provided to provide a lower and an upper shell part, wherein the lower supports the pipe from below and carries on the Rohêt, and the upper at least partially covers and protects the pipe up, the lower shell part of a softer foam as the upper one, so that between the pipe and the untreated floor optimal sound insulation and between the pipe and floor covering improved footing strength can be achieved.
  • the shell parts can be coded by different colors, so that the installer is particularly well informed quickly and which part belongs where.
  • the lower shell part may be light gray or white and the upper gray or darker gray, which is intuitive for the fitter due to the color analogy to footfall sound insulation on the unfinished floor and the color of the screed.
  • foam block according to the invention may lie in "smoothing" or simplifying the relatively complicated geometry of the pipeline itself (in particular in the case of an integrated siphon).
  • the foam block may have a simple rectangular plan in the horizontal plane and otherwise be relatively simple and shaped in coarse structures. This facilitates, for example, the casting of screed and the avoidance of unintended cavities. It also facilitates the combination with others Floor building materials and with impact sound insulation and thermal insulation measures.
  • a favorable embodiment provides at least two adjacent corners of the rectangular floor plan separable corners in the sense of predetermined breaking points, in particular for producing a chamfered 45 ° facet.
  • the foam block can if necessary at an angle, in particular 45 °, very close to other areas, such as a vertical wall, are pushed. This is especially true if an opening for the inlet region of the pipeline is provided at a corner of an oblong-rectangular plan near a narrow side at the top of the foam block and an opening for a downstream part of the pipeline, ie at an end face of the opposite narrow side the manifold region or a downstream downstream part.
  • the foam block does not necessarily have to be fastened by itself, if it is used on site, because often already results from the connection of the pipe with other parts of the pipe fixation.
  • An independent attachment is preferred. For example, a sticking to the ground into consideration. Without sticking out as an option, however, through openings for fastening bolts can be provided in the foam block, in particular vertical openings. These can be stabilized by sleeves, for example in the foam material pressed plastic sleeves. The embodiment illustrates this.
  • a further preferred embodiment provides a clamp which holds together the or at least two of the shell parts.
  • the clip may, for example, substantially a U-profile, for example made of metal or fiber-reinforced plastic, and with one leg engage under a lower shell part and overlap with the other leg an upper shell part.
  • the upper leg can be formed over a particularly large area and, for example, overlap at least 75% of the surface of the upper shell part at its uppermost level and thus improve the tread resistance.
  • the clip may have laterally projecting parts, which can dig into the screed or other floor building material and thus contribute to anchoring. This will be explained in more detail with reference to the embodiment. For example, parts which are angled and / or projecting into the horizontal can be considered.
  • the foam block of the invention is advantageous in this respect anyway.
  • the foam block is preferably covered during installation of a layer of screed, so not enough as a conventional board to the tile adhesive.
  • Fig. 1 shows a perspective view of a water drain according to the invention.
  • the foam block 1 has a rectangular plan shape (in Fig. 1 seen from above) and from his in Fig. 1 to the right front-facing end face protrudes a sewage pipe socket 4 out.
  • On the opposite side of the rectangular ground plan protrudes upward a receiving tube 5, which with a in Fig. 2 recognizable flat-trough-shaped flange 6 ends at the upper end, on which a cover 7 is placed with a wide circumferential rim 8.
  • Der Deckel 7 ist mittechnisch Deckel 7ry.
  • the lid 7 covers a sprayed on the flange 6 sealing mat, which lies folded together, wherein the brim 8 defines the later level of the screed top.
  • Fig. 1 shown overall construction with the underside placed on the subfloor and fixed there in later explained form and the desired screed height is determined by cutting the receiving tube 5 at the lower end, according to Fig. 2 is inserted in an inlet region 9. This inlet area is slightly widened upwards to accommodate a profile seal 10 (FIG. Fig. 2 ), which is held with a clamp-like locking ring 11.
  • the position of the receiving tube 5 is determined by the retaining ring 11, after the downwardly pointing male end has been positioned at the correct height.
  • the receiving tube 5 carries this name, because after preparation of the screed and compound of said sealing mat in the lid 7 with a top of the screed otherwise covering compound seal in the receiving tube 5 from above an inlet funnel, for example, a gutter sequence can be inserted, ie in the same Way has a downwardly facing insertion end as the receiving tube 5 itself (but with a smaller diameter).
  • a gutter sequence can be inserted, ie in the same Way has a downwardly facing insertion end as the receiving tube 5 itself (but with a smaller diameter).
  • Fig. 4 Like the exploded view in Fig. 4 shows particularly clearly, enclose the two shell parts 2 and 3 a piece of pipe from the inlet region 9 to the downstream pipe socket 4 in a form-fitting manner.
  • the aforementioned pipe can be inserted in the lower shell part 2, cf. Fig. 4 whereupon the upper shell part 3 is first inserted under the securing ring 11 and then lowered with its opposite end and thus placed in total, cf. Fig. 6 ,
  • the composite state shows Fig. 3 , wherein the forward left oriented half of the upper shell part 3 is omitted for illustration.
  • Helpful is also helpful Fig. 2 in which the two shell parts 2 and 3 can be seen in different hatching.
  • the floor plan rectangle has dimensions of 300 mm x 130 mm and is thus hardly larger than the pipe enforces.
  • the pipe has a total approximate an S-shape. Starting from the inlet region 9 with a vertical main flow direction, a relatively pronounced curvature closes below it Fig. 2 to the right in the horizontal, whereby the pipe emerges laterally under the vertical alignment of the receiving tube 5.
  • This is referred to here as manifold region 12.
  • the pipeline ascends in a conventional siphon structure to a level at which its lower edge reaches approximately the level of the upper edge of the securing ring 11.
  • the pipeline has a curvature which is reversed in direction opposite to the manifold region 12 and accordingly drops downstream thereof. Accordingly, the lower part of the pipe cross-section in the summit region 13 defines the sealing water height of the siphon, wherein the sealing water upstream side is approximately to the upper edge of the securing ring 11.
  • the pipeline has a rather broad and flat cross-section, cf. Fig. 4 which then continuously narrows and raises downstream of the summit region 13, to then assume the usual circular cross section of a drainpipe before it leaves the foam block 1. Accordingly protrudes the previously mentioned drain-side pipe socket 4 circular out of the end face of the foam block 1 out.
  • Fig. 2 shows these relationships in the lower right portion of the receiving tube 5 and right of it in longitudinal section, centrally through the structure Fig. 1 , and to the left and above in side view, the transition being symbolized by a serrated line. With just such a jagged line is in the lower right area of the Fig. 2 a small section is shown with a relation to the other longitudinal section plane offset cutting plane, as will become apparent below.
  • the Fig. 3 to 6 each show in an oblique top view the top of the inside of the lower part 2 of the foam block 1 pressed plastic sleeves 14 with approximately T-shaped vertical longitudinal section.
  • Fig. 3 to 6 each show in an oblique top view the top of the inside of the lower part 2 of the foam block 1 pressed plastic sleeves 14 with approximately T-shaped vertical longitudinal section. Fig.
  • Fig. 2 shows this longitudinal section and above a free space for a (not shown) Befest Trentsschraubbolzen, with the lower foam shell part 2 before placing the upper foam shell part 3 according to Fig. 6 can be bolted to the floor first.
  • Fig. 2 further shows fin-like serrated structures on the outer circumference of the sleeve 14, with which the sleeve 14 is held in the lower foam shell part 2.
  • the show Fig. 3 to 5 in that the inner shape of the lower foam shell part 2 is differentially adapted to the shape of the pipeline; The same also applies to the inner shape of the upper foam shell part 3.
  • both enclosing the pipe together with the following exceptions completely: First, the passages of the pipeline itself to call, then an area under the manifold area 12, in favor of a total flat design and with Regarding the remaining small wall thickness a recess exists, and finally a similarly motivated recess over the summit area, whereby both recesses in the Fig. 4 and 5 are shown.
  • the pipe is set back slightly relative to the respective outer reference surface of the foam block 1 to the inside, so as not to transmit sound directly to the subfloor or to the screed over the foam block 1.
  • the two foam shell parts 2 and 3 are held together by a metal clip 15, cf. the Fig. 1 to 4 which in terms of the line of sight in Fig. 2 essentially has a tilted by 90 ° U-shape.
  • the clip 15 can also be inserted when the lower foam shell part 2 is already attached to the ground, or be it by gluing.
  • the upper leg 17 has a large area and covers almost the entire uppermost part of the upper foam shell part 3, cf. the Fig. 1 and 3 on the one hand and 4 and 5 on the other hand with each other.
  • the metal bracket 15 is formed so strong that the sometimes not very thick-walled upper foam shell part 3 is stabilized against treading, especially in the case of a thin screed layer on it.
  • From the upper leg 17 protrudes in the direction according to Fig. 2 or oppositely to each an L-shaped bracket 18 with a horizontally outwardly projecting web and housed in the vertical leg latch bracket 19 from.
  • the latching clip 19 locks the metal clip 15 in a recess in the upper foam shell part 3, cf. Fig. 4 With Fig. 1 ,
  • the horizontal leg 18 serves to claw the bracket 15 and thus the entire structure Fig. 1 in the screed.
  • 6 structures may be provided for clawing the screed in the region of the aforementioned flange.
  • the receiving tube 5 in the seal 10 can be pressed slightly downwards.
  • a resilient bellows structure 20 provided as in Fig. 2 shown in section and also in the Fig. 3 and 4 to recognize.
  • a part of the foam block 1 is made detachable via predetermined breaking points, namely the two corners adjacent to the inlet area 9.
  • the breaking point is designated 21 and leads to a chamfered 45 ° facet at the respective corner, due to the foam block 1 and thus the entire in Fig. 1 shown structure can be pushed very close to, for example, on a vertical wall at such an angle.
  • the flange 6 and the cover 7 including the collar 8 in Fig. 2 are rotatable and beyond the flange 6 protruding part of the collar 8 is also break off via a predetermined breaking point. This is in Fig. 1 plotted on the left end of the collar 8 and allows canceling the in Fig. 1 to the left rear part of the collar 8.
  • the lower foam shell part 2 is white or very light gray and the upper foam shell part 3 darker gray, so that they, as already mentioned above, are confusion-proof and directly attributable.
  • the lower foam shell part 2 is softer than the upper 3, thus ensuring a particularly good sound insulation compared to the unfinished floor and also to the side, while the upper can be optimized in terms of impact resistance.

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Road Paving Structures (AREA)

Claims (13)

  1. Dispositif d'évacuation de l'eau d'un sol destiné à être foulé, laquelle bonde présente:
    une tuyauterie (9, 12, 13) se prolongeant depuis une zone d'entrée (9) verticale, à l'état monté, de la tuyauterie, laquelle zone d'entrée (9) est apte à recevoir l'eau et à la conduire vers le bas, jusqu'à une zone coudée (12) de la tuyauterie présentant une section horizontale à l'état monté, et
    un bloc en mousse (1) destiné à recevoir la tuyauterie (9, 12, 13) avec la zone d'entrée (9) et la section de la zone coudée (12),
    ledit bloc en mousse (1) étant limité à une largeur totale ne dépassant pas 300 mm, vue dans un sens horizontal, à l'état monté, et perpendiculaire à l'étendue longitudinale de la tuyauterie (9, 12, 13),
    caractérisée en ce que le bloc en mousse (1) présente au moins deux pièces formant coques en mousse (2, 3) aptes à maintenir la tuyauterie (9, 12, 13), lorsqu'elles se trouvent à l'état assemblé, et desquelles la tuyauterie (9, 12, 13) peut être retirée en séparant les pièces formant coques en mousse (2, 3),
    une pièce formant coque en mousse (2) étant conçue pour être disposée sous la tuyauterie (9, 12, 13) et l'autre pièce formant coque en mousse (3) étant conçue pour être disposée sur la tuyauterie (9, 12, 13), ladite pièce formant coque en mousse (2) destinée à être disposée sur le dessous étant plus molle que la pièce formant coque en mousse (3) destinée à être disposée sur le dessus,
    et en ce que le bloc en mousse (1) présente une étendue globale, dans le sens de l'étendue longitudinale de la tuyauterie (9, 12, 13), qui ne dépasse pas 400 mm.
  2. Dispositif selon la revendication 1, dans laquelle il est prévu un siphon anti-odeurs (9, 12, 13) dans la tuyauterie (9, 12, 13), lequel ressort au moins partiellement au dehors de la zone d'entrée (9) verticale, ledit bloc en mousse (1) atteinant, dans le sens de la section horizontale de la zone coudée (12) de la tuyauterie (9, 12, 13), à au moins une extrémité aval d'un dernier étage du siphon anti-odeurs (9, 12, 13).
  3. Dispositif selon l'une des revendications précédentes, dans laquelle le bloc en mousse (1) entoure la tuyauterie (9, 12, 13).
  4. Dispositif selon la revendication 1, 2 ou 3, dans laquelle les pièces formant coques en mousse (2, 3) sont différenciées par différentes colorations du matériau alvéolaire.
  5. Dispositif selon l'une des revendications précédentes, dans laquelle le bloc en mousse (1), selon une vue à la verticale, présente un contour rectangulaire, une ouverture de sortie destinée à la zone d'entrée verticale (9) de la tuyauterie (9, 12, 13) étant prévue sur le haut, à une extrémité du contour, eu égard au sens longitudinal du contour, sur le bloc en mousse (1) et une autre ouverture de sortie destinée à la tuyauterie (9, 12, 13) étant prévue à l'autre extrémité, sur un côté étroit du contour rectangulaire.
  6. Dispositif selon la revendication 5, dans laquelle le bloc en mousse (1) présente, sur au moins deux coins contigus du contour rectangulaire, des zones de rupture (21) permettant chacune de séparer un coin de la forme en plan rectangulaire.
  7. Dispositif selon l'une des revendications précédentes, dans laquelle le bloc en mousse (1) présente des ouvertures de passage pour des boulons permettant une fixation dans le sol brut, de préférence dotées de chevilles (14).
  8. Dispositif selon l'une des revendications précédentes, dans laquelle il est prévu une équerre (15) permettant de serrer les pièces formant coques en mousse (2, 3) et de les maintenir sur la tuyauterie (9, 12, 13), une patte inférieure (16) de l'équerre (15) pouvant de préférence pénétrer dans un évidement de la pièce formant coque en mousse du dessous (2), en laissant verticalement un espace vide par rapport à une face inférieure de la pièce formant coque en mousse du dessous (2) destinée à venir en contact avec le sol brut.
  9. Dispositif selon l'une des revendications précédentes, dans laquelle il est prévu une équerre (15) permettant de serrer les pièces formant coques en mousse (2, 3) et de les maintenir sur la tuyauterie (9, 12, 13), une patte supérieure (17) de l'équerre reposant sur la pièce formant coque en mousse du dessus (3) appartenant au bloc en mousse (1) en recouvrant au moins 75 % de la surface de la face supérieure de la zone la plus élevée du bloc en mousse (1) pour la protéger eu égard à la résistance au piétinement.
  10. Dispositif selon la revendication 8 ou 9, dans laquelle l'équerre (15) présente des structures (18) en saillie sur les côtés, destinées à être prises dans la chape.
  11. Dispositiv selon l'une des revendications précédentes, dans laquelle, dans une zone de transition entre la zone d'entrée verticale (9) et la section horizontale de la zone coudée (12) de la tuyauterie (9, 12, 13), il est prévu une section de paroi pour tuyauterie (20) conférant une élasticité verticale à la tuyauterie (9, 12, 13), notamment une structure en accordéon.
  12. Utilisation d'un bloc en mousse (1) présentant au moins deux pièces formant coques en mousse (2, 3) conçues pour recevoir une tuyauterie (9, 12, 13), présentant une zone d'entrée (9) et une zone coudée (12) en maintenant la tuyauterie (9, 12, 13), à l'état assemblé des pièces formant coques en mousse (2, 3), et conçues pour pouvoir retirer la tuyauterie (9, 12, 13) par séparation des pièces formant coques en mousse (2, 3), une pièce formant coque en mousse (2) étant conçue pour être disposée sous la tuyauterie (9, 12, 13), et l'autre pièce formant coque en mousse (3) étant conçue pour être disposée sur la tuyauterie (9, 12, 13), ladite pièce formant coque en mousse (2) destinée à être disposée sur le dessous étant plus molle que la pièce formant coque en mousse (3) destinée à être disposée sur le dessus, le bloc en mousse (1) présentant une étendue globale, dans le sens de l'étendue longitudinale de la tuyauterie (9, 12, 13), qui ne dépasse pas 400 mm, et étant limité à une largeur totale ne dépassant pas 300 mm, vue dans un sens horizontal, à l'état monté, et perpendiculaire à l'étendue longitudinale de la tuyauterie (9, 12, 13), ledit bloc en mousse étant destiné au dispositif selon l'une des revendications précédentes, sous la forme de pièces formant coques en mousse (2, 3) telles qu'elles y sont décrites.
  13. Utilisation d'un dispositif selon l'une des revendications 1 à 11, destinée à être intégrée dans une chape de sol, et dans laquelle une chape peut être appliquée sur les côtés ainsi que sur le dessus du bloc en mousse (1).
EP14003130.3A 2014-09-10 2014-09-10 Dispositif de drainage d'eau doté de bloc en mousse Active EP2995729B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP14003130.3A EP2995729B1 (fr) 2014-09-10 2014-09-10 Dispositif de drainage d'eau doté de bloc en mousse
PL14003130T PL2995729T3 (pl) 2014-09-10 2014-09-10 Odpływ wody z blokiem piankowym

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EP14003130.3A EP2995729B1 (fr) 2014-09-10 2014-09-10 Dispositif de drainage d'eau doté de bloc en mousse

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EP2995729A1 EP2995729A1 (fr) 2016-03-16
EP2995729B1 true EP2995729B1 (fr) 2018-11-21

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EP2995729A1 (fr) 2016-03-16

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