EP1001101A2 - Caniveau d'écoulement - Google Patents

Caniveau d'écoulement Download PDF

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Publication number
EP1001101A2
EP1001101A2 EP99122276A EP99122276A EP1001101A2 EP 1001101 A2 EP1001101 A2 EP 1001101A2 EP 99122276 A EP99122276 A EP 99122276A EP 99122276 A EP99122276 A EP 99122276A EP 1001101 A2 EP1001101 A2 EP 1001101A2
Authority
EP
European Patent Office
Prior art keywords
channel
drainage
drainage channel
gutter
channel according
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.)
Granted
Application number
EP99122276A
Other languages
German (de)
English (en)
Other versions
EP1001101B1 (fr
EP1001101B2 (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
Hestag Bauelemente Entwasserungs-Technik
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=26050066&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1001101(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from DE1998151960 external-priority patent/DE19851960A1/de
Priority claimed from DE1998156689 external-priority patent/DE19856689A1/de
Application filed by Hestag Bauelemente Entwasserungs-Technik filed Critical Hestag Bauelemente Entwasserungs-Technik
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 gutter relates to a drainage gutter for Surface drainage and / or drainage of bulk goods or Like. With a gutter element from a gutter lower part and compared to this slidable upper part of the gutter.
  • Such a drainage channel is, for example, in DE 198 51 960.
  • the present invention relates to a Further development of the drainage channel described there.
  • the present invention is based on the object Manageability and adjustment of drainage channels to simplify and to a necessary installation height improve. Connection options should also be available Floor drains to be improved, taking into account also should be compared to the stability when installed to improve floating surfaces.
  • no objects such as in particular fillings, namely earth, stones, split or Like.
  • corresponding openings, slots or the like. occur so that a permanent up and down Move down or adjust the upper part of the channel opposite the gutter bottom remains guaranteed.
  • Only below this area preferably overlaps Seepage openings and elongated holes that drainage too allow in the exploded area. Improve this the drainage and infiltration of water.
  • a plurality of anchor plate elements to the side preferably at right angles to the drainage channel protrude. These are used to hold and set the Drainage channel in appropriate soft substrates. These form a so-called flotation protection.
  • Prefers are individual anchor plate elements on both sides and punctually connected to the drainage channel. However, you can but designed as continuous and elongated profiles his. These keep the lower part of the gutter firmly in place Underground, so that also a stepless adjustment and Adjustment or displacement of the upper part of the gutter simple way is possible to get it to a surface exactly adapt or connect.
  • a special feature of the present invention is also by the formation of a corresponding continuously Height-adjustable floor drain formed accordingly corresponds to the structure of the drainage channel. in the it is essentially square, rectangular or even formed round, with on its side walls or Side flange openings by removing or breaking out of closure elements arise. In these openings can then be inserted into drainage channels and be connected.
  • the metal drainage channels are preferred, especially stainless steel. However, it should also be in Others are within the scope of the present invention Materials such as plastic, aluminum or To use composite materials. The invention is here no limit.
  • connection elements form an exact one Guide for inserting the channel elements into one elongated drainage channel.
  • the plugging can always happen from above, which is a significant when assembling Represents relief.
  • connection elements from the side walls are preferred and formed the bottom element of the channel element, so that Overall, the drainage channel in one piece or in one Operation can be made. This saves on the Manufacturing significant manufacturing costs.
  • Connection elements for example, as sheet metal on the side Side walls or from below on the floor element, for example Spot welding must be provided in order to ensure appropriate Connection elements for connecting two at the end To produce channel elements. It is also thought of, for example. the connecting element to the To provide side walls or on the bottom element. Be here there is no limit to the invention.
  • an inventive drainage channel R to a gutter element 1, which consists essentially of a U-profile-like trough part A and a relative to the trough part A displaceably mounted upper trough part is A 1.
  • the gutter lower part A is preferably U-shaped and consists of a bottom flange 2, from each of which side flanges 3 project upwards.
  • the gutter upper part A1 is preferably an elongated one Profile formed and has in an upper area outwardly projecting shoulder 4 followed by preferably folded or flanged flange 5 on the the stability of the gutter top increases.
  • a plurality of seepage openings 6, in particular drainage slits, are provided, the individual seepage openings 6 of the gutter lower part A or gutter upper part A1 being arranged to overlap one another.
  • elongated holes 7 are provided in the lower channel part A and the upper channel part A1, through which at least one fastening element 8 engages in order to fix these two against one another.
  • the upper channel part A 1 is arranged to be steplessly displaceable relative to the lower channel part A and can be fixed in any position.
  • the individual upper channel parts A 1 are firmly connected to one another via at least one web element 13.
  • the respective shoulders 4 form a support for a drain grille, not shown here, which is inserted at the top.
  • a closed region 17 is formed below the edge 14 of the gutter upper part A 1 or below the shoulder 4 in a region of the gutter upper part A 1 .
  • This area 17 has the effect that when the channel upper part A 1 is extended or pushed out relative to the channel lower part A, a closed area 17 is permanently created in every position of use. This rules out that a fill cannot enter the channel element 1 from the outside through openings, slots or the like. The entry of objects, for example through slits, openings or the like, would make it impossible for the extended gutter upper part A 1 to be moved downward into its original position against the gutter lower part A. In this way, it is ensured that even in the installed or assembled state, adjustment and compensation, in particular shifting, of gutter upper part A 1 relative to lower gutter part A is always guaranteed.
  • a corresponding tool 9, as is shown in particular in FIG. 6, can be used to move against one another. It is screwed in through a threaded bore of the web element 13, which is not shown here, until it bears against the bottom flange 2 of the lower channel part A. By further turning, the two side flanges of the upper channel part A 1 are moved upwards. Alignment or adjustment can be carried out very precisely and precisely in this way. Subsequently, in this aligned or adjusted position, by tightening the fastening elements 8, the upper gutter part A 1 can be braced relative to the round lower gutter part A and can thus be releasably fixed.
  • Angled anchor plate 10 protruding to the outside Channel element 1, in particular on the side flange 3 of the Channel lower part A can connect.
  • Das Anchor plate element 10 is opposite channel element 1 slidably arranged. However, this is preferred Anchor plate element 10 and the bottom flange 2 in one Level.
  • the anchor plate member 10 is used to set and at the same time as a flood protection of the drainage channel R.
  • the anchor plate element 10 lying and lateral to the drainage channel R adjacent fill not shown here additional hold guaranteed.
  • the bed can be earth, Splitz can also be concrete. It is firmly anchored possible here. You can at any point of the Channel element 1 has a corresponding anchor plate element 10 be provided, but also within the scope of Present invention should lie, the anchor plate element 10 to be elongated corresponding to the channel element 1 and the corresponding over the entire length It should be necessary to fit channel element 1.
  • a floor drain A 2 is shown, which, as described above, consists of a lower gutter part A and an upper gutter part A 1 .
  • the floor drain A 2 is preferably rectangular and is provided with elongated holes 7 on its flanges, which are not numbered here. It is also important that closure elements 12 are punched out in these end faces or end flanges, which can be cut out or broken out in a very simple manner. Corresponding channel elements 1 can then be connected to these openings which are not numbered here.
  • the present floor drain A 2 corresponds approximately in structure and function to the channel element R according to FIGS. 1 and 2.
  • a drainage channel R 1 is shown, in which an end wall 15 is provided on the front side, which can be fixedly or detachably connected to the lower channel part A.
  • Two elongated holes 7 are preferably provided in the end wall 15.
  • an end plate 16 with correspondingly identical elongated holes 7 is provided within the end wall 15, which permits displacement relative to the end wall 15 in the elongated hole.
  • the end plate element 16 can be shifted upwards in accordance with the upper channel part 1 in order to produce an end closure over the entire drainage channel. Fixing takes place in the manner described above via fastening elements 8.
  • a drainage channel R 10 has a channel element 21, which is preferably formed from a base element 22 and adjoining side walls 23, 24. An approximately U-shaped profile is created as channel element 21.
  • a traverse 29 connects the two receiving profiles 26, 27 with each other, so that a common upward and Moving down is possible.
  • Grate elements 31 can have a wide variety of profiles different openings, perforations and the like. be provided.
  • connection element 32.1 to 32.3 is preferred Embodiment from the channel element 21 itself manufactured.
  • Each connection element is 32.1 to 32.3 extended outwards in parallel via a paragraph 33 offset, the paragraph 33 in a thickness D corresponds to a thickness of the channel element 21.
  • connection elements 32.2, 32.3 close approximately parallel to the outside offset by paragraph 33 to the Side walls 23, 24 on.
  • the bottom element 22 preferably closes downward paragraph 33 offsets the connecting element 32.1.
  • the Connection element 32.1 runs approximately parallel to Floor element 22. It is preferably of the same type Width B corresponding to the bottom element 22. Also the Connection elements 32.2, 32.3 are preferably of the same Height arranged according to the side walls 23, 24.
  • connection elements 32.2, 32.3 are each with openings 34 provided for the frontal connection of a serve adjacent gutter element 21. Those are preferred Openings 34 are rectangular, preferred by one profiled corresponding fastener non-rotatable.
  • connection elements 32.2, 32.3 offset inwards relative to the side walls 23, 24 are arranged.
  • connection element 32.1 conceivable.
  • connection elements 32.1 to 32.3 Connect on the front. These can be narrower, for example be trained. It should also be remembered, for example Connection element 32.1 much wider than that Train bottom element 22 to simultaneously a Training to protect against flooding. That way it can Channel element 21 is firm even in very soft substrates be anchored.
  • a drainage channel R 20 is shown, in which the side walls 23, 24 are folded inwards to form a receiving profile 26, 27 and a receiving device for the grate element 31, as is also shown in FIG. 9, form.
  • the connecting elements 32.1 to 32.3 essentially connect, as are described in detail in FIG.
  • connection elements 32.1 to 32.3 For connecting two channel elements 21 at the end one on the face of a second and from the top below in the connection elements 32.1 to 32.3 pushed in. This way you can get in from above Connect channel element 21 at the end to another. Due to the offset 23, in particular of the connection element 32.1 from the bottom element 22 arises approximately gap and a face-to-face connection of two without misalignment adjacent gutter elements 21.
  • the opening 34 one does not engage here shown fastener and penetrates one appropriately designed opening 34 of the subsequent Channel element 21. In this way, a fixed Establish connection.
  • the one or other opening 34 of either the connector 32.2, 32.3 or the opening 34 of the side walls 23, 24 to be designed accordingly as an elongated hole, for example to make it easy inclined connection of two adjacent channel elements 21 allow. This is advantageous, for example, if corresponding channel elements 21 in troughs, depressions or Domes are used.
  • connection elements 32.2, 32.3 laterally run out of the parallel areas to the side walls 23, 24, in order, for example, to enable individual channel elements 21 to be arranged in a radial fashion.

Landscapes

  • 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)
  • Liquid Developers In Electrophotography (AREA)
  • External Artificial Organs (AREA)
  • Sewage (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
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 true EP1001101A2 (fr) 2000-05-17
EP1001101A3 EP1001101A3 (fr) 2001-01-03
EP1001101B1 EP1001101B1 (fr) 2005-02-02
EP1001101B2 EP1001101B2 (fr) 2010-08-25

Family

ID=26050066

Family Applications (2)

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

Family Applications Before (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) EP1428948A1 (fr)
AT (1) ATE288522T1 (fr)
DE (1) DE59911547D1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009005060U1 (de) * 2009-07-24 2010-12-30 Gutjahr, Walter Anschlussrahmen für einen Bodenablauf und Bodenablauf
WO2013181685A1 (fr) * 2012-06-06 2013-12-12 Universal Enterprises Pty Ltd Système de drainage de surface
DE102013011434A1 (de) * 2013-07-10 2015-02-26 Jochen Regenfelder Abdeckung für Bodenablaufrinne
EP2995732A1 (fr) * 2014-09-09 2016-03-16 ACO Severin Ahlmann GmbH & Co. KG Caniveau de façade
EP3216930A1 (fr) * 2016-02-24 2017-09-13 Reichlmeier Metallprofile GmbH Caniveau d'écoulement
AT15735U1 (de) * 2016-03-23 2018-05-15 Hauraton Gmbh & Co Kg Entwässerungssystem

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT511465B1 (de) * 2011-07-01 2012-12-15 Nirotec Aschl Gmbh Befahrbare entwässerungsvorrichtung
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

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19851960A1 (de) 1998-11-11 2000-05-18 Hestag Bauelemente Entwaesseru Entwässerungsrinne

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1994398U (de) * 1968-04-24 1968-09-19 Karl Goubeaud Einlaufrost fuer entwaesserungskanal.
US4102135A (en) * 1976-05-03 1978-07-25 Robert Sinbad Auriemma Underground drainage pipe
US5000621A (en) * 1989-03-17 1991-03-19 Construction Casting Company Apparatus for forming a trench
EP0589829B1 (fr) * 1992-09-10 1998-05-20 Poly-Bauelemente AG Caniveau d'écoulement
DE9319836U1 (de) * 1993-12-23 1994-03-17 Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt Entwässerungsrinnensystem
ATE224487T1 (de) * 1994-04-13 2002-10-15 Wilhelm Hafner Gmbh Rinne zum verlegen in einem fussboden
DE19511206C2 (de) * 1994-06-16 1999-12-30 Ahlmann Aco Severin Hochbauentwässerungsrinne
AUPO149896A0 (en) * 1996-08-07 1996-08-29 Reln Pty Ltd Corner for surface drain

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19851960A1 (de) 1998-11-11 2000-05-18 Hestag Bauelemente Entwaesseru Entwässerungsrinne

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009005060U1 (de) * 2009-07-24 2010-12-30 Gutjahr, Walter Anschlussrahmen für einen Bodenablauf und Bodenablauf
WO2013181685A1 (fr) * 2012-06-06 2013-12-12 Universal Enterprises Pty Ltd Système de drainage de surface
AU2013271362B2 (en) * 2012-06-06 2014-08-28 Bryan PEACH Surface drainage system
EP2859150A4 (fr) * 2012-06-06 2016-04-06 Bryan Peach Système de drainage de surface
DE102013011434A1 (de) * 2013-07-10 2015-02-26 Jochen Regenfelder Abdeckung für Bodenablaufrinne
EP2995732A1 (fr) * 2014-09-09 2016-03-16 ACO Severin Ahlmann GmbH & Co. KG Caniveau de façade
EP3216930A1 (fr) * 2016-02-24 2017-09-13 Reichlmeier Metallprofile GmbH Caniveau d'écoulement
EP3216930B1 (fr) 2016-02-24 2022-11-09 Monsun GmbH Caniveau d'écoulement
AT15735U1 (de) * 2016-03-23 2018-05-15 Hauraton Gmbh & Co Kg Entwässerungssystem

Also Published As

Publication number Publication date
EP1001101B1 (fr) 2005-02-02
ATE288522T1 (de) 2005-02-15
DE59911547D1 (de) 2005-03-10
EP1428948A1 (fr) 2004-06-16
EP1001101B2 (fr) 2010-08-25
EP1001101A3 (fr) 2001-01-03

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