EP1001101B2 - Caniveau d'écoulement - Google Patents

Caniveau d'écoulement Download PDF

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Publication number
EP1001101B2
EP1001101B2 EP99122276A EP99122276A EP1001101B2 EP 1001101 B2 EP1001101 B2 EP 1001101B2 EP 99122276 A EP99122276 A EP 99122276A EP 99122276 A EP99122276 A EP 99122276A EP 1001101 B2 EP1001101 B2 EP 1001101B2
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EP
European Patent Office
Prior art keywords
channel
drainage
drainage channel
channel according
channel part
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.)
Expired - Lifetime
Application number
EP99122276A
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German (de)
English (en)
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EP1001101A2 (fr
EP1001101B1 (fr
EP1001101A3 (fr
Inventor
Heinz Stadelmann
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.)
MAFAG AG
Original Assignee
MAFAG 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.)
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Publication date
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Priority claimed from DE1998151960 external-priority patent/DE19851960A1/de
Priority claimed from DE1998156689 external-priority patent/DE19856689A1/de
Application filed by MAFAG AG filed Critical MAFAG AG
Priority to EP04005773A priority Critical patent/EP1428948A1/fr
Publication of EP1001101A2 publication Critical patent/EP1001101A2/fr
Publication of EP1001101A3 publication Critical patent/EP1001101A3/fr
Publication of EP1001101B1 publication Critical patent/EP1001101B1/fr
Application granted granted Critical
Publication of EP1001101B2 publication Critical patent/EP1001101B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404—Drainage on the roof surface
    • E04D13/0445—Drainage channels
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E03F3/046—Open sewage channels

Definitions

  • the present channel relates to a drainage channel for surface drainage and / or drainage of bulk material od. Like. With a gutter element of a gutter base and a relative to this movable gutter shell.
  • Such a drainage channel is, for example, in the not previously published DE 198 51 960 described.
  • the present invention relates to a further development of the drainage channel described therein.
  • the DE 1 994 398 U discloses a long narrow inlet grate, which is formed from a grating receptacle and a height and tilt adjustable against the grate receiving flow channel. Via a longitudinal slot, the flow channel can be adjusted in height relative to the grate holder.
  • the US 4,102,135 discloses a conventional drainage channel, wherein in the gutter bottom corresponding drainage slots are provided. In the present case, this is a pure drainage line which does not serve to receive a grate or the like.
  • the present invention has for its object to simplify the handling and adjustment of drainage channels to a necessary installation height and improve. Also, a drainage and seepage of water in the drainage channel to be improved.
  • the trough upper part and the gutter bottom part have seepage openings, in particular seepage slots, which have an identical, possibly overlapping, structure when moving against each other, ie. that they allow dewatering in the displaced area.
  • a plurality of anchor plate elements can protrude laterally, preferably at right angles, from the drainage channel. These serve to hold and to set the drainage channel in appropriate soft substrates. These form a so-called Aufschwemmêt.
  • individual anchor plate elements are connected on both sides and at points to the drainage channel.
  • they can be designed as continuous and elongated profiles. These hold in particular the gutter bottom firmly in the ground, so that a continuous adjustment and adjustment or displacement of the gutter upper part is possible in a simple manner to adapt it to a surface exactly or connect.
  • end plates can be provided on the front side of possibly redetachable end walls in the manner described above, which can be adjusted according to the upper channel part in height continuously.
  • a preferred embodiment of the present invention is also formed by the formation of a corresponding infinitely height-adjustable floor drain, which corresponds to the structure of the drainage channel. Essentially, it is square, rectangular or even round, with openings being formed on its side walls or side flanges by removing or breaking off closure elements. In these openings drainage channels can then be inserted and connected.
  • the drainage channels are made of metal, in particular stainless steel.
  • other materials such as plastic, aluminum or composites. The invention is not limited here.
  • end elements project from the side elements and the bottom element of the channel element. These are preferably offset by a shoulder to the outside, wherein the paragraph corresponds approximately to the thickness of the components of the channel element, such as bottom element and side wall.
  • connection elements form an exact guide for nesting the channel elements to form an elongate drainage channel.
  • the plugging can always be done from the top, which is a considerable relief during assembly.
  • connection elements are formed from the side walls and the bottom element of the channel element, so that overall the drainage channel can be produced in one piece or in one operation. This saves considerable manufacturing costs during production.
  • connection elements for example. As sheets laterally on the side walls or from below on the bottom element, for example. By spot welding to produce corresponding connection elements for frontally connecting two channel elements. It is also conceivable, for example, to provide the connecting element on the side walls or on the floor element only in some areas. Here is the invention no limit set.
  • FIG. 1 has a drainage channel R a channel element 1, which consists essentially of a U-shaped profile gutter base A and a relative to the gutter base A slidably mounted channel top A 1 .
  • the gutter base A is preferably formed U-profile-like and consists of a bottom flange 2, project from the side of each side flanges 3 upwards.
  • the channel top A1 is preferably formed as an elongated profile and has in an upper region an outwardly projecting shoulder 4 with subsequent thereto preferably folded or umbörtelten flange 5, which increases the stability of the channel top.
  • a plurality of vertically upwardly arranged seepage openings 6, in particular seepage slits are provided, wherein the individual seepage openings 6 of the gutter lower part A or gutter upper part A1 are arranged overlapping one another.
  • elongated holes 7 are provided in the gutter lower part A and the gutter upper part A1, through which at least one fastening element 8 engages in order to fix these two against each other.
  • the channel upper part A 1 is arranged continuously displaceable relative to the channel base A and can be set in any position.
  • the individual gutter shells A 1 via at least one web element 13 are firmly connected.
  • the respective shoulders 4 form a support for a drain grate not shown here, which is inserted above.
  • a closed region 17 is formed below the peripheral edge 14 of the upper channel part A 1 and below the shoulder 4 in a region of the upper channel part A 1.
  • This area 17 causes a closed area 17 to be permanently created in every position of use when the upper door part A 1 is extended or pushed out relative to the lower door part A.
  • a corresponding tool 9, as in particular in FIG. 6 can be used to move against each other. It is screwed through a threaded hole, not shown here, of the web element 13 until it rests against the bottom flange 2 of the channel lower part A. By further rotation, the two side flanges of the channel upper part A 1 are moved upward. Alignment or adjustment can be done in this way very accurately and accurately. Subsequently, in this aligned or adjusted position by tightening the fastening elements 8, the channel upper part A 1 is clamped relative to the round channel bottom part A and fixed in this way releasable.
  • FIG. 2 shown that a preferably angled anchor plate 10, as also closer in FIG. 3 is shown, abragend outwardly adjacent to the gutter element 1, in particular to the side flange 3 of the gutter lower part A.
  • the anchor plate member 10 is arranged relative to the channel element 1 slidably.
  • the anchor plate member 10 and the bottom flange 2 lie in a plane.
  • the anchor plate member 10 is used to set and at the same time as Aufschwemmêt the drainage channel R.
  • the fill can be soil, splits but also concrete. A firm anchorage is possible here. It can be provided at any point of the channel element 1, a corresponding anchor plate member 10, but should also be within the scope of the present invention, the anchor plate member 10 elongated according to the channel element 1 form and over the entire length to equip the corresponding channel element 1, it should to be required.
  • a floor drain A 2 is shown, which, as described above, consists of a gutter lower part A and a gutter upper part A 1 .
  • the floor drain A 2 is formed rectangular and provided at its unspecified here numbered flanges with slots 7. It is also important that in these end faces or end flanges closure elements 12 are punched out that can be cut or broken out in a very simple manner. At this resulting, not numbered here openings, corresponding channel elements 1 can then be connected.
  • the present floor drain A 2 corresponds to the structure and function in about the gutter element R according to the Figures 1 and 2 ,
  • a drainage channel R 1 is shown, in which the end face an end wall 15 is provided, which is fixed or detachable with the channel bottom part A connectable.
  • two elongated holes 7 are preferably provided.
  • a closure plate 16 is provided with correspondingly identical slots 7, which allows a displacement relative to the end wall 15 in the slot.
  • the end plate element 16 can be moved upwards in accordance with the channel upper part 1, in order to produce a frontal closure over the entire drainage channel.
  • a fixing takes place in the manner described above via fastening elements 8.
  • a preferred drainage channel R 10 has a channel element 21, which is preferably formed from a bottom element 22 and side walls 23, 24 adjoining it. An approximately U-shaped profile as a channel element 21 is formed.
  • receiving profiles 26, 27 are arranged adjustable in height relative to the bottom element 22 within the side walls 23, 24.
  • Corresponding elongated holes 28 allow a vertical displacement of the receiving profile 26, 27 along the side wall 23, 24th
  • a traverse 29 connects the two receiving profiles 26, 27 with each other, so that a common up and down movement is possible.
  • the receiving profiles 26, 27 form at the top a shoulder 30, which is for receiving a in FIG. 9 shown grate element 31 is used.
  • grate elements 31 a wide variety of profiles with different openings, perforations and the like. Be provided.
  • this drainage channel R 10 in the above-described Embodiment is expressly to the DE 198 51 960.5 directed. Therefore, a more detailed description can be omitted here.
  • each connection element 32.1 to 32.3 is offset parallel to the outside via a shoulder 33, wherein the shoulder 33 corresponds approximately to a thickness D corresponding to a thickness of the channel element 21.
  • the connecting elements 32.2, 32.3 close approximately parallel to the outside about the shoulder 33 offset to the side walls 23, 24 at.
  • the connecting element 32.1 runs approximately parallel to the bottom element 22. Preferably, it is of equal width B corresponding to the bottom element 22.
  • the connecting elements 32.2, 32.3 are also preferably of the same height corresponding to the side walls 23, 24.
  • the connecting elements 32.2, 32.3 are each provided with openings 34 which serve for the frontal connection of an adjacent channel element 21.
  • the openings 34 are formed rectangular in order to use a preferably profiled trained corresponding fastener rotatably.
  • connection element 32.1 is offset inwards relative to the side walls 23, 24.
  • connection element 32.1 is offset inwards relative to the side walls 23, 24.
  • connection elements 32.1 to 32.3 only partially connect to partial areas of the side elements 23, 24 or of the bottom element 22 at the end. These can be designed, for example, narrower. Also, it should be thought of, for example, the connection element 32.1 much wider than the bottom element 22 form to simultaneously form a Aufschwemmomme. In this way, the channel element 21 can be firmly anchored even in very soft grounds.
  • FIG. 8 a drainage channel R 20 is shown, in which the side walls 23, 24 are folded over to a receiving profile 26, 27 inwardly and a receptacle for the grate element 31, as it is also in FIG. 9 is shown form. Substantially close the connection elements 32.1 to 32.3, as in FIG. 7 are described in detail at.
  • one or the other opening 34 either of the connecting element 32.2, 32.3 or the opening 34 of the side walls 23, 24 form correspondingly as a slot to allow, for example, a slightly inclined connecting two adjacent gutter elements 21. This is, for example, advantageous if corresponding gutter elements 21 are inserted in depressions, depressions or domes.
  • the connecting elements 32.2, 32.3 run out laterally from the parallel areas to the side walls 23, 24 in order, for example, to allow a radiating arrangement of individual channel elements 21.
  • Position Number List 1 An element 34 opening 67 2 bottom flange 35 68 3 side flange 36 69 4 shoulder 37 70 5 flange 38 71 6 seepage opening 39 72 7 Long hole 40 73 8th fastener 41 74 9 Tool 42 75 10 Anchor plate element 43 76 11 Long hole 44 77 12 closure element 45 78 13 web element 46 79 14 edge 47 R drainage channel 15 bulkhead 48 R1 " 16 End plate 49 R 10 " 17 Area 50 R 20 " 18 flange 51 A Trough part 19 52 A 1 Rinner shell 20 53 A 2 floor drain 21 An element 54 B width 22 floor element 55 D thickness 23 Side wall 56 24 silk wall 57 25 drainage slot 58 26 Up profile 59 27 Up profile 60 28 Long hole 61 29 traverse 62 30 shoulder 63 31 grate element 64 32 connecting element 65 33 paragraph 66

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Health & Medical Sciences (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Sewage (AREA)
  • External Artificial Organs (AREA)
  • Liquid Developers In Electrophotography (AREA)

Claims (26)

  1. Caniveau d'écoulement pour l'évacuation d'eau de la surface et/ou le drainage de produits en vrac ou autres, avec un élément de caniveau (1) composé d'une partie de caniveau inférieure (A) et d'une partie de caniveau supérieure (A1) déplaçable par rapport à ce dernier, la partie de caniveau supérieure (A1) et la partie de caniveau inférieure (A) présentent des ouvertures de ruissellement (6) en tant que des fentes de ruissellement, les différentes ouvertures de ruissellement (6) de la partie de caniveau inférieure (A) ou de la partie de caniveau supérieure (A1) étant disposées en se recouvrant de façon superposée et les fentes de ruissellement présentant, lors du déplacement l'une par rapport à l'autre, une structure identique, éventuellement à recouvrement, c'est-à-dire qu'elles permettent un écoulement d'eau dans la zone déplacée, la partie de caniveau supérieure (A1) et la partie de caniveau inférieure (A) sont, par l'intermédiaire d'éléments de fixation (8) s'engageant dans des trous oblongs (7), fixés de manière amovible l'une par rapport à l'autre, caractérisé par le fait que la partie de caniveau supérieure téléscopique (A1) est disposée à l'intérieur ou à l'extérieur de la partie de caniveau inférieure (A), la partie de caniveau supérieure (A1) étant pourvue de trous oblongs (7) qui coïncident environ avec ceux de la partie de caniveau inférieure (A) et qui sont disposés dans le sens de l'extraction.
  2. Caniveau d'écoulement selon la revendication 1, caractérisé par le fait que dans le bas, à l'endroit d'un épaulement (4) de la partie supérieure de caniveau téléscopique (A1) en position rentrée ou sortie est formée une zone fermée (17).
  3. Caniveau d'écoulement selon la revendication 1 ou 2, caractérisé par le fait qu'à l'élément de caniveau (1), en particulier à la partie de caniveau inférieure (A), est prévu au moins un élément de plaque d'ancrage (10) s'étendant vers l'extérieur, éventuellement déplaçable.
  4. Caniveau d'écoulement selon la revendication 3, caractérisé par le fait que l'élément de plaque d'ancrage (10) est réalisé à angle, à un seul étage ou allongé.
  5. Caniveau d'écoulement selon la revendication 3 ou 4, caractérisé par le fait que l'élément de plaque d'ancrage (10) peut être fixé de manière déplaçable, par l'intermédiaire d'au moins un trou oblong (11) d'un rebord faisant saillie (18), à l'élément de caniveau (1), en particulier à la partie de caniveau inférieure (A).
  6. Caniveau d'écoulement selon au moins l'une des revendications 3 à 5, caractérisé par le fait que l'au moins un élément de plaque d'ancrage (10) maintient l'élément de caniveau (1), comme dispositifanti-flottaison, dans une base.
  7. Caniveau d'écoulement selon au moins l'une des revendications 1 à 6, 30 caractérisé par le fait que la partie de caniveau inférieure (A) est réalisée sous forme de profilé en U à partir d'un rebord de fond (2) et d'un rebord latéral (3) s'étendant à partir de ce dernier.
  8. Caniveau d'écoulement selon la revendication 7, caractérisé par le fait que dans le rebord latéral (3) sont prévus une pluralité de trous oblongs (7) distants l'un de l'autre et des ouvertures de ruissellement (6), en particulier des fentes de ruissellement.
  9. Caniveau d'écoulement selon au moins l'une des revendications 1 à 8, caractérisé par le fait que la partie de caniveau supérieure (A1) présente un épaulement (4), éventuellement orienté vers l'extérieur, dont l'arrête de bord (14) constitue, aux fins de renforcement, un rebord replié (5).
  10. Caniveau d'écoulement selon au moins l'une des revendications 7 à 9, caractérisé par le fait que les rebords latéraux (3) de la partie de caniveau supérieure (A1) sont, par l'intermédiaire d'au moins un élément d'entretoise (3.3), reliés l'un à l'autre distants l'un de l'autre.
  11. Caniveau d'écoulement selon au moins l'une des revendications 7 à 10, caractérisé par le fait que dans le rebord latéral (3) est prévu au moins un élément d'obturation (12) pouvant être détaché ou enlevé.
  12. Caniveau d'écoulement selon au moins l'une des revendications 1 à 11, avec un déversoir inférieur (A2), caractérisé par le fait que le déversoir inférieur est formé par une partie de caniveau supérieure (A1) et d'une partie de caniveau inférieure (A) et qu'au déversoir inférieur peuvent se raccorder une pluralité d'éléments de caniveau (1).
  13. Caniveau d'écoulement selon la revendication 12, caractérisé par le fait que déversoir inférieur (A2) présente une pluralité d'ouvertures d'obturation pouvant être détachées ou enlevées (12) pour le raccordement, du côté frontal, d'éléments de caniveau (1).
  14. Caniveau d'écoulement selon la revendication 12 ou 13, caractérisé par le fait que le déversoir inférieur (A2) est réalisé de forme rectangulaire, carrée ou ronde, la partie de caniveau supérieure (A1) étant disposée et fixée par rapport à la partie de caniveau supérieure (A) de manière déplaçable sans paliers.
  15. Caniveau d'écoulement selon au moins l'une des revendications 7 à 14, caractérisé par le fait que l'élément de caniveau (1), en particulier le rebord inférieur (2), présente une paroi frontale (15), éventuellement déplaçable, sur laquelle est prévue une plaque d'extrémité (16) déplaçable par rapport à cette dernière, laquelle peut se déplacer conformément à la partie de caniveau supérieure (A1) et être fixée éventuellement au moyen de trous oblongs (7) venant en recouvrement.
  16. Caniveau d'écoulement selon au moins l'une des revendications 1 à 15, caractérisé par le fait que du côté frontal s'élève, d'un côté ou des deux côtés de l'élément de caniveau (1), au moins un élément de raccordement (32.1 à 32.3) destiné à connecter, du côté frontal, deux éléments de caniveau (21).
  17. Caniveau d'écoulement selon la revendication 16, caractérisé par le fait que l'au moins un élément de raccordement (32.1 bis 32.3) s'élève, déplacé vers l'extérieur ou vers l'intérieur, depuis l'élément de caniveau (21).
  18. Caniveau d'écoulement selon la revendication 16 ou 17, caractérisé par le fait qu'entre l'élément de raccordement (32.1 à 32.3) et l'élément de caniveau (21) est formé, comme décalage, un décrochement (33).
  19. Caniveau d'écoulement selon au moins l'une des revendications 16 à 18, caractérisé par le fait que l'au moins un élément de raccordement (32.1 à 32.3) s'étend environ parallèlement à l'élément de caniveau (21).
  20. Caniveau d'écoulement selon au moins l'une des revendications 16 à 19, caractérisé par le fait que l'élément de caniveau (21) est réalisé d'une seule pièce et/ou de plusieurs pièces avec l'au moins un élément de raccordement (32.1 à 33.3).
  21. Caniveau d'écoulement selon au moins l'une des revendications 16 à 20, caractérisé par le fait que l'élément de caniveau (21) est réalisé à partir d'un élément de fond (22) avec des parois latérales (23, 24) s'élevant à partir de ce dernier.
  22. Caniveau d'écoulement selon la revendication 21, caractérisé par le fait qu'à l'au moins une paroi latérale (23, 24) et/ou à l'élément de fond (22) vient se raccorder l'au moins un élément de raccordement (32.1 à 32.3).
  23. Caniveau d'écoulement selon la revendication 21 ou 22, caractérisé par le fait que l'élément de raccordement (32.1) s'étend entièrement sur une largeur totale (B) correspondant à l'élément de fond (22).
  24. Caniveau d'écoulement selon au moins l'une des revendications 16 à 23, caractérisé par le fait que les éléments de raccordement latéraux (32.2, 32.3) présentent au moins une ouverture (34) destinée à introduire un élément de connexion.
  25. Caniveau d'écoulement selon au moins l'une des revendications 18 à 23, caractérisé par le fait que le décrochement (33) correspond environ à une épaisseur (D) d'un élément de caniveau (21) qui vient s'y raccorder.
  26. Caniveau d'écoulement selon au moins l'une des revendications 16 à 25, caractérisé par le fait que deux éléments de caniveau (21) adjacents du côté frontal peuvent être connectés de manière amovible l'un à l'autre, du côté frontal, par l'intermédiaire de l'au moins un élément de raccordement (32), éventuellement inclinés l'un par rapport à l'autre.
EP99122276A 1998-11-11 1999-11-09 Caniveau d'écoulement Expired - Lifetime EP1001101B2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP04005773A EP1428948A1 (fr) 1998-11-11 1999-11-09 Caniveau d'écoulement

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE1998151960 DE19851960A1 (de) 1998-11-11 1998-11-11 Entwässerungsrinne
DE19851960 1998-11-11
DE1998156689 DE19856689A1 (de) 1998-12-09 1998-12-09 Entwässerungsrinne
DE19856689 1998-12-09

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP04005773A Division EP1428948A1 (fr) 1998-11-11 1999-11-09 Caniveau d'écoulement
EP04005773.9 Division-Into 2004-03-11

Publications (4)

Publication Number Publication Date
EP1001101A2 EP1001101A2 (fr) 2000-05-17
EP1001101A3 EP1001101A3 (fr) 2001-01-03
EP1001101B1 EP1001101B1 (fr) 2005-02-02
EP1001101B2 true EP1001101B2 (fr) 2010-08-25

Family

ID=26050066

Family Applications (2)

Application Number Title Priority Date Filing Date
EP99122276A Expired - Lifetime EP1001101B2 (fr) 1998-11-11 1999-11-09 Caniveau d'écoulement
EP04005773A Withdrawn EP1428948A1 (fr) 1998-11-11 1999-11-09 Caniveau d'écoulement

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP04005773A Withdrawn EP1428948A1 (fr) 1998-11-11 1999-11-09 Caniveau d'écoulement

Country Status (3)

Country Link
EP (2) EP1001101B2 (fr)
AT (1) ATE288522T1 (fr)
DE (1) DE59911547D1 (fr)

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CN104662231A (zh) * 2012-06-06 2015-05-27 环宇企业股份有限公司 表面排水系统

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DE202009005060U1 (de) * 2009-07-24 2010-12-30 Gutjahr, Walter Anschlussrahmen für einen Bodenablauf und Bodenablauf
AT511465B1 (de) * 2011-07-01 2012-12-15 Nirotec Aschl Gmbh Befahrbare entwässerungsvorrichtung
DE102013011434A1 (de) * 2013-07-10 2015-02-26 Jochen Regenfelder Abdeckung für Bodenablaufrinne
DE102014112984A1 (de) * 2014-09-09 2016-03-10 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Fassadenrinne
EP3216930B1 (fr) * 2016-02-24 2022-11-09 Monsun GmbH Caniveau d'écoulement
DE202016101611U1 (de) * 2016-03-23 2016-06-20 Hauraton Gmbh & Co. Kg Entwässerungssystem
DE102018119506A1 (de) * 2018-08-10 2020-02-13 Wiedemann Gmbh Vorrichtung zur Entwässerung
AU2021107343B4 (en) * 2021-08-25 2022-04-14 Building Group Pty Ltd Drains

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104662231A (zh) * 2012-06-06 2015-05-27 环宇企业股份有限公司 表面排水系统

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ATE288522T1 (de) 2005-02-15
EP1001101B1 (fr) 2005-02-02
DE59911547D1 (de) 2005-03-10
EP1428948A1 (fr) 2004-06-16
EP1001101A3 (fr) 2001-01-03

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