EP2778305B1 - Abwasserrinne mit scharfkantigem Rand - Google Patents

Abwasserrinne mit scharfkantigem Rand Download PDF

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Publication number
EP2778305B1
EP2778305B1 EP14158659.4A EP14158659A EP2778305B1 EP 2778305 B1 EP2778305 B1 EP 2778305B1 EP 14158659 A EP14158659 A EP 14158659A EP 2778305 B1 EP2778305 B1 EP 2778305B1
Authority
EP
European Patent Office
Prior art keywords
drainage channel
floor
sharp
concrete anchor
interface
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.)
Revoked
Application number
EP14158659.4A
Other languages
English (en)
French (fr)
Other versions
EP2778305A1 (de
Inventor
Per Thanning Johansen
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.)
Bluecher Metal AS
Original Assignee
Bluecher Metal AS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=50241178&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2778305(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Bluecher Metal AS filed Critical Bluecher Metal AS
Priority to PL14158659T priority Critical patent/PL2778305T3/pl
Publication of EP2778305A1 publication Critical patent/EP2778305A1/de
Application granted granted Critical
Publication of EP2778305B1 publication Critical patent/EP2778305B1/de
Revoked legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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 invention concerns a sharp-edged drainage channel.
  • the invention more specifically concerns a drainage channel for casting into a floor, wherein the drainage channel is adapted along its longitudinal direction to conduct drain water towards a drain, and wherein the drainage channel includes at least one concrete anchor for fastening in the cast floor, and a concave shell form including at least one upper rim extending in longitudinal direction of the drainage channel, the upper rim bordering the cast floor and which by casting of the drainage channel into the floor is located at or immediately under the surface level of the floor.
  • oblong drainage channels may be provided in the floor with a slope whereby excessive water is conducted to a drain via the drainage channels.
  • oblong drain channels will thus be provided in the floor with the task of conducting water to one or more drains placed at strategic points in the production area.
  • Wet rooms with such drain channels are e.g. frequently used in connection with breweries and slaughterhouses where the drain channels are cast into epoxy floors, and in places with heavy emphasis on optimal hygiene.
  • the transition between floor and grating is sufficiently tight in order to prevent dirt and water from penetrating down between the drainage channels and the floor, providing a breeding ground for bacterial growth.
  • the floors are either cast right up to the drainage channels or a joint is usually added between the cast floor and the drainage channel.
  • the drainage channels typically consist of a concave shell form and one or more concrete anchors.
  • the concrete anchors enhance retention of the drainage channels to the cast floor.
  • the concrete anchors are often formed as an integrated part of the shell form, usually by bending the latter.
  • the interface formed hereby between the drainage channel and the floor will be constituted by an inclining interface.
  • An example of a drainage channel of this type is known from EP 0 677 622 B1 .
  • a drainage channel where the upper rim is finished by a bent edge part. A radius of curvature appears in the bent metal sheet by the bending. The upper edge is thus not sharp-edged at the end.
  • Similar solutions are shown in EP 893545 A2 and EP 1170428 A1 .
  • a drainage channel of this type is known from DE 20212287 U1
  • a drainage channel where the drainage channel is anchored in the floor by an anchor which is attached to the lower side of the upper shoulder of a drainage channel.
  • the inclining interface often means that the epoxy will break, forming cracks that cannot be cleaned sufficiently.
  • a similar situation is observed by pointing where an inclining interface will mean a joint that varies in thickness at the transition from the joint to the drainage channel where the joint becomes gradually thinner. The thinnest part of the joint will easily release the fastening to the drainage channel during daily use and cleaning. The joint will therefore flap up whereby sufficient cleaning no longer can be achieved. Moreover, this means that the joint will slowly become more and more loose whereby water and dirt will penetrate down between the drainage channel and the floor.
  • An object of the invention is to solve the above problems, including solving the problem of insufficient sealing at the transition from floor to drainage channel.
  • a drainage channel of the type mentioned in the introduction which is peculiar in that the upper rim has a sharp-edge at a transition from an upper surface to an interface towards the floor, and where the sharp edge is provided by cutting off an end part of a sheet, whereby the sharp edge appears as a corner formed by an end face or section and a plane surface, which is largely rectangular, and where the sharp edged interface is approximately parallel with the longitudinal centre plane of the drainage channel and approximately perpendicular to the floor surface, and wherein the concrete anchor includes a surface which is mounted in continuation of the sharp edged interface.
  • sharp-edged is meant an edge appearing by cutting off an end part of a sheet.
  • the sheet thereby appears as a corner formed by an end face or section and a plane surface, and which is largely rectangular. It is therefore not a corner formed by bending a sheet. By such bending there will always appear a radius of curvature.
  • the cutting can be performed by machining, by laser cutting or other suitable technique.
  • the upper edge of the drainage channel is sharp-edged instead of rounded as by the prior art.
  • This means that the sharp edge forms an interface towards the floor which is approximately straight instead of inclining.
  • the interface will be about perpendicular to the surface of the floor in which the drainage channel is cast.
  • the concrete anchor includes a surface which is mounted in continuation of the sharp edged interface.
  • the interface is hereby extended by the surface from the concrete anchor, thus optimising the transition from drainage channel to floor/joint.
  • the surface of the concrete anchor is approximately parallel with the longitudinal centre plane of the drainage channel. This is particularly suitable in that the interface formed at the upper rim is extended by the surface of the concrete anchor in an approximately straight line which will be approximately perpendicular to the surface of the floor after casting the latter.
  • the interface is extended hereby, and the area in which an efficient sealing can be achieved between floor and drainage channel is increased, and the sealing is made more durable.
  • the at least one concrete anchor and the shell form are two separate elements. This means that the concrete anchor and the shell form are not formed of a single element, but they are formed separately and subsequently fastened to each other. This is a great advantage in production as it hereby becomes easier to produce a sharp edge that may function as an interface.
  • the concrete anchor is fastened under the sharp-edged part of the drainage channel.
  • the interface towards the floor is constituted by an approximately straight section so that sufficient sealing is achieved between the drainage channel and the floor, irrespective of the appearance of the concrete anchor.
  • the concrete anchor is fastened by means of all-welding.
  • An efficient fastening of the concrete anchor to the shell form is hereby achieved whereby inadvertent separation of the concrete anchor from the shell form is prevented.
  • the concrete anchor is fastened to the shell form.
  • the concrete anchor can hereby be secured in a desired position in relation to the shell form. Moreover, it is avoided that the concrete anchor is moving inexpediently relative to the shell form during the casting process.
  • the concrete anchor is fastened by spot welding.
  • the drainage channel is made of stainless steel. This material is particularly suitable in connection with drains with respect to durability as well as hygiene.
  • Fig. 1 shows an example of prior art.
  • Fig. 1 illustrates a drainage channel 101 including a shell form 103 and two concrete anchors 105a,b.
  • the two concrete anchors 105a,b are designed integrated with the shell form 103 by bending of the latter.
  • an upper edge 107 which by casting of the drainage channel into a floor will be located at or immediately under the surface level of the floor.
  • the upper edge is formed by bending, it will consist of rounded edges whereby an inclining interface 109 with the floor is formed. It will be difficult therefore to achieve a permanent and stable sealing between the drainage channel and the cast floor.
  • Fig. 2A shows the interface when it is inclining where a transition from floor material or joint filler 201A to the upper edge 207A of the drainage channel appears. Right at the tip there will be a very thin layer of floor material or joint filler which can come loose.
  • Fig. 2B shows a transition to the edge of a drainage channel according to the invention where floor material or joint filler 201B abuts on an upper edge 207B which is sharp-edged, thereby avoiding the gradual transition and the associated problems.
  • Figs. 3A-D illustrate a first embodiment of a drainage channel 301 with a sharp-edged upper rim 307 as seen from various angles, where Fig. 3A is a cross-section, Fig. 3B is viewed obliquely from above, Fig. 3C is a view from above, and Fig. 3D is a view from the side.
  • the drainage channel includes a concave shell form 303 and two concrete anchors 305a,b.
  • the shell form 303 has an upper rim 307 that has a sharp-edged corner at an interface 311towards the floor material.
  • the sharp-edged interface 311 forms a first interface towards the floor during casting which is approximately parallel with the longitudinal centre plane 313 of the drainage channel.
  • the two concrete anchors 305a,b are fastened to the shell form under the sharp-edged upper rim 307.
  • the concrete anchors 305a,b can be fastened by means of an all-welding between the sharp-edged upper rim 307 and the concrete anchor 305a,b.
  • the concrete anchor 305a,b can be fastened to the shell form by means of a spot welding between the concrete anchor 305a,b and the shell form 303.
  • the concrete anchors 305a,b include a surface 315a,b in continuation of the interface 311 of the upper edge. This surface 315a,b is approximately parallel with the longitudinal centre plane 313 of the drainage channel. The interface is hereby extended towards the floor during the casting process and retention of the drainage channel is improved.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Sewage (AREA)

Claims (8)

  1. Abwasserrinne (301) zum Gießen in einen Boden, wobei die Abwasserrinne (301) entlang ihrer Längsrichtung ausgelegt ist, um Abwasser in Richtung eines Ablaufs zu leiten, und wobei die Abwasserrinne (301) mindestens eine Betonverankerung (305) zum Befestigen in dem gegossenen Boden und eine konkave Schalenform (303) beinhaltet, die mindestens einen oberen Rand (307) beinhaltet, der sich in Längsrichtung der Abwasserrinne erstreckt, wobei der obere Rand (307) an den gegossenen Boden grenzt und sich durch Gießen der Abwasserrinne in den Boden an oder unmittelbar unter der Flächenebene des Bodens befindet, dadurch gekennzeichnet, dass der obere Rand (307) eine scharfe Kante (207B) an einem Übergang von einer Oberfläche zu einer Kontaktfläche (311) in Richtung des Bodens aufweist, und wobei die scharfe Kante (207B) durch Abschneiden eines Endteils einer Platte bereitgestellt wird, wodurch die scharfe Kante als eine durch eine Stirnfläche oder einen Abschnitt oder eine ebene Fläche ausgebildete Ecke erscheint, die größtenteils rechteckig ist, und wobei die scharfkantige Kontaktfläche (311) ungefähr parallel zu der Längsmittelebene (313) der Abwasserrinne und ungefähr senkrecht zu der Bodenfläche ist, und wobei die Betonverankerung (305) eine Fläche (315a, 315b) beinhaltet, die in Fortsetzung der scharfkantigen Kontaktfläche (311) montiert ist.
  2. Abwasserrinne (301) nach Anspruch 1, dadurch gekennzeichnet, dass die mindestens eine Betonverankerung (305) und die Schalenform (303) zwei getrennte Teile sind.
  3. Abwasserrinne (301) nach Anspruch 2, dadurch gekennzeichnet, dass die Betonverankerung (305) unter dem scharfkantigen Teil (311) der Abwasserrinne (301) befestigt ist.
  4. Abwasserrinne (301) nach Anspruch 3, dadurch gekennzeichnet, dass die Betonverankerung (305) komplett mittels Schweißen befestigt ist.
  5. Abwasserrinne (301) nach einem der Ansprüche 2-4, dadurch gekennzeichnet, dass die Betonverankerung (305) an der Schalenform (303) befestigt ist.
  6. Abwasserrinne (301) nach einem der Ansprüche 1, 2, 3 oder 5, dadurch gekennzeichnet, dass die Betonverankerung (305) durch Punktschweißen befestigt ist.
  7. Abwasserrinne (301) nach einem der Ansprüche 1-6, dadurch gekennzeichnet, dass die Fläche (315) der Betonverankerung ungefähr parallel zu der Längsmittelebene (313) der Abwasserrinne ist.
  8. Abwasserrinne (301) nach einem der Ansprüche 1-7, dadurch gekennzeichnet, dass die Abwasserrinne (301) aus Edelstahl gefertigt ist.
EP14158659.4A 2013-03-11 2014-03-10 Abwasserrinne mit scharfkantigem Rand Revoked EP2778305B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL14158659T PL2778305T3 (pl) 2013-03-11 2014-03-10 Koryto drenażowe ostrokrawędziowe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DK201370143A DK177731B1 (da) 2013-03-11 2013-03-11 Skarpkantet afløbsrende

Publications (2)

Publication Number Publication Date
EP2778305A1 EP2778305A1 (de) 2014-09-17
EP2778305B1 true EP2778305B1 (de) 2018-10-31

Family

ID=50241178

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14158659.4A Revoked EP2778305B1 (de) 2013-03-11 2014-03-10 Abwasserrinne mit scharfkantigem Rand

Country Status (3)

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EP (1) EP2778305B1 (de)
DK (2) DK177731B1 (de)
PL (1) PL2778305T3 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK177731B1 (da) 2013-03-11 2014-05-05 Blücher Metal As Skarpkantet afløbsrende
GB2522701A (en) * 2014-02-04 2015-08-05 Alumasc Ltd Improvements in or relating to a trench drain
JP6004600B1 (ja) * 2016-03-31 2016-10-12 ケイコン株式会社 排水路形成用薄板部材による排水路及びその排水路の施工方法
DE102018100782A1 (de) * 2017-12-22 2019-06-27 Wiedemann Gmbh Abflussrinne
DE102019126110A1 (de) * 2019-09-27 2021-04-01 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Entwässerungsrinne, Vorrichtung zur Höheneinstellung und Entwässerungsrinne mit einer Vorrichtung zur Höheneinstellung

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0677622A2 (de) 1994-04-13 1995-10-18 WILHELM HAFNER GmbH Rinne zum Verlegen in einem Fussboden
EP0893545A2 (de) 1997-07-23 1999-01-27 Blücher Metal HKT GmbH Einbaurinne zum Verlegen in einem Fussboden
EP1170428A1 (de) 2000-07-07 2002-01-09 Stemar GmbH Als Rinnenprofil ausgebildete Ablaufrinne
DE20212287U1 (de) 2002-08-09 2003-12-11 Wiedemann Gmbh Rinnenelement für eine Abwasserrinne aus Metallblech
DE102005030721A1 (de) 2005-07-01 2007-01-04 Wiedemann Gmbh Abflußrinne
DK177731B1 (da) 2013-03-11 2014-05-05 Blücher Metal As Skarpkantet afløbsrende

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0677622A2 (de) 1994-04-13 1995-10-18 WILHELM HAFNER GmbH Rinne zum Verlegen in einem Fussboden
EP0893545A2 (de) 1997-07-23 1999-01-27 Blücher Metal HKT GmbH Einbaurinne zum Verlegen in einem Fussboden
EP1170428A1 (de) 2000-07-07 2002-01-09 Stemar GmbH Als Rinnenprofil ausgebildete Ablaufrinne
DE20212287U1 (de) 2002-08-09 2003-12-11 Wiedemann Gmbh Rinnenelement für eine Abwasserrinne aus Metallblech
DE102005030721A1 (de) 2005-07-01 2007-01-04 Wiedemann Gmbh Abflußrinne
DK177731B1 (da) 2013-03-11 2014-05-05 Blücher Metal As Skarpkantet afløbsrende
EP2778305A1 (de) 2013-03-11 2014-09-17 Blücher Metal A/S Abwasserrinne mit scharfkantigen Rand

Also Published As

Publication number Publication date
PL2778305T3 (pl) 2019-04-30
DK177731B1 (da) 2014-05-05
DK2778305T3 (en) 2019-02-18
EP2778305A1 (de) 2014-09-17

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