EP3527734A1 - Caniveau d'écoulement des eaux pourvu de cadre de montage - Google Patents

Caniveau d'écoulement des eaux pourvu de cadre de montage Download PDF

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Publication number
EP3527734A1
EP3527734A1 EP19163774.3A EP19163774A EP3527734A1 EP 3527734 A1 EP3527734 A1 EP 3527734A1 EP 19163774 A EP19163774 A EP 19163774A EP 3527734 A1 EP3527734 A1 EP 3527734A1
Authority
EP
European Patent Office
Prior art keywords
gutter
drainage channel
frame
support surface
channel
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
EP19163774.3A
Other languages
German (de)
English (en)
Other versions
EP3527734B1 (fr
Inventor
Karl Radimersky
Klaus Weiler
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.)
Hauraton GmbH and Co KG
Original Assignee
Hauraton GmbH and Co KG
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
Application filed by Hauraton GmbH and Co KG filed Critical Hauraton GmbH and Co KG
Priority to EP19163774.3A priority Critical patent/EP3527734B1/fr
Publication of EP3527734A1 publication Critical patent/EP3527734A1/fr
Application granted granted Critical
Publication of EP3527734B1 publication Critical patent/EP3527734B1/fr
Active 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
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06—Gully gratings

Definitions

  • the invention relates to a drainage channel with a two longitudinal, with a gutter sole interconnected Rinnenwandungen having gutter body, and with a frame for Auflagerung a the gutter body cross gutter cover, the frame along a top edge forms a fold, to which an inner cheek and one of this connect substantially perpendicular projecting support surface, wherein the frame below the support surface a U-shaped, the support surface engages under support profile is formed, whose first U-flank is connected to the support surface and the second U-edge rests against the Rinnenwandung.
  • Such drainage channels are already from the prior art, namely about the US 2014/0110007 A1 , the DE 298 08 197 U1 , the DE 94 00 242 U1 or the US 2004/0240941 A1 previously known.
  • These are concrete or plastic gutters, in which a frame for supporting a gutter cover was placed on the material of the gutter body. In this case, the actual support of the frame and the gutter cover lying thereon is always ultimately on the gutter body, which must be made correspondingly solid.
  • the gutter body is reinforced by means of its longitudinal extent laterally arranged support body for transmitting vertically acting on the rust pressure forces on a arranged below the support body foundation in its load capacity.
  • the gutter body can additionally be stiffened by means of transverse webs arranged between the side walls of the gutter body transversely to the longitudinal extent of the gutter body. The transverse webs are locked with provided on the side walls of the gutter body recesses or hooked in the recesses.
  • a comparable stiffening of the gutter body by transverse to the longitudinal extent of the gutter usable toggle body is also from the DE 10 2007 010 073 A1 previously known.
  • the invention is based on the object, a gutter body with a frame with the least possible cost of materials, yet stable and supportive design and stiffening of the gutter body, but also the gutter body associated frame, purely constructive effect in order to achieve a wider range of application and a longer service life for the drainage channel according to the invention by the higher load capacity.
  • the upper edge of the channel wall of the drainage channel has a frame, which along its upper edge forms a folded edge.
  • Umkantung joins an inner cheek, on which the side of a gutter cover can invest.
  • a support surface 7 is formed, on which the weight of the gutter cover is supported.
  • this support surface in turn to engage under a U-shaped support profile which supports the support surface with a first U-flank by the U-shaped support profile is supported with its remote from the support surface, second U-flank on the Rinnenwandung ,
  • a derivation of weight forces of the gutter cover in the gutter wall wins the support surface and the overall construction in comparison to the prior art despite low material usage of dimensional stability.
  • This frame is to be realized in the context of the invention as a Aufsteckzarge, in which the folded edge is prepared for receiving the free upper edge of the Rinnenwandungen. The folded edges are then bent over by 180 ° so that two material layers of the frame form parallel flanks. In this Umkantung then the upper edge of the channel is inserted and fixed positively and non-positively. This can be done by clamping, crimping, clinching, screwing, riveting and other possible types of connection.
  • the upper edge of the Rinnenwandung is reinforced on both sides by the folded edges and stiffened or the upper edge of the Rinnenwandung is protected by this upper edge cross-fold.
  • the abutment flange of the Aufsteckzarge be suitably connected to the adjacent Rinnenwandung.
  • the use of a riveted joint has proven itself.
  • the frame according to the invention is provided in the region of the inner wall of the gutter body facing inner cheek and / or in the region of the first U-flank with recesses, in particular for fixing a gutter cover.
  • the fixation of the channel cover succeeds in a simple manner in that approximately in the direction of the recesses engaging engagement elements are connected to the Aufsteckzarge and this is thus secured against displacement in the longitudinal direction, so the corresponding covers are secured in their correct relative position to Aufsteckzarge.
  • releasable fasteners are used in this context, so that the gutter cover can be removed if necessary from the drainage channel, about to clean or otherwise to maintain, or if necessary to replace the gutter cover can.
  • the gutter body of the drainage channel can be stiffened by means of transversely to the longitudinal direction of the channel body usable load cross-members.
  • the load cross members are each arranged directly below the support flange of the Aufsteckzarge, so that the introduced via the gutter cover forces can be taken in each case by the load cross members and derived to the outside to the gutter walls.
  • the load cross members are each designed as a downwardly open box sections, whereby a material savings compared to closed box bodies is achieved because a lower cover of the box section would make no significant contribution to the stiffening more.
  • the load traverses are designed such that the end walls of the box sections are not directly connected to the adjacent side walls of the box section, but rather on both sides of the end walls is formed a respective insertion slot.
  • the gutter walls of the gutter body are provided with insertion tabs projecting in the direction of the channel interior of the gutter body such that the end walls of the load traverses can each be inserted into the region between the insertion tabs projecting in the direction of the gutter interior and the gutter walls.
  • the gutter body itself in particular its gutter walls and its gutter sole, are each provided with inlet openings distributed over the gutter body, so that not only through the gutter cover introduced surface water, but possibly also in the gutter environment entering leachate entering the gutter body and can be discharged through this.
  • the gutter body of the drainage channel and / or the load traverses are as folded sheet metal blanks, ie from a comparatively lightweight and therefore also easier to transport material produced.
  • FIG. 1 shows a drainage channel 1 in an embodiment with a Aufsteckzarge in a perspective view in an exploded view.
  • a frame 5, 5 'in the form of a Aufsteckzarge be plugged onto the upper edges of the Rinnenwandungen 3, 3', although, if necessary, can be positively and non-positively connected to the Rinnenwandung, but not directly formed.
  • additional load cross members 15 can be inserted transversely to the longitudinal extension of the channel body 2 into the channel body 2.
  • the load cross members 15 are each designed as a downwardly open box sections and each closed on the upper side by a closed support surface 16, to which the side walls 17, 17 ', which are open at the bottom, adjoin on both sides, wherein the box profile is delimited by the end walls 20, 20'.
  • a Einsteckschlitz 21, 21 ' is arranged in the transition region between the end walls 20, 20 'and the side walls 17, 17' in each case.
  • the gutter body 2 is on both sides in the region of the gutter walls 3, 3 'respectively with the end walls 20, 20' of the load cross members 15 corresponding, projecting in the direction of the channel interior of the gutter body 2 Einstecklaschen 22, 22 'provided. Accordingly, the load cross members 15 can be connected to the channel body 2 as intended such that the end walls 20, 20 'in the area between the Einstecklaschen 22, 22' and the adjacent Rinnenwandung 3, 3 'are inserted, so that the load cross members 15 each intended transverse to Longitudinal extent of the channel body 2 in the channel body 2 are arranged.
  • the gutter body 2 is distributed over its circumference, ie in the region of the side walls 3, 3 'and the trough sole 4, respectively provided with inlet openings 24, so that approximately in the vicinity of the channel body 2 seepage infiltrated water via the inlet openings 24 in the channel body 2 arrive and can be removed by this intended.
  • FIG. 2 shows the drainage channel 1 in a mounted position in a perspective view, in each case of a when installed as intended, the upper edge of the channel walls 3, 3 'cross edge 6, 6', an adjoining inner cheek 8, a support surface 7 and an underlying support section 11th
  • the area of the inner cheek 8 in the installed position passes through a right-angled fold in the horizontal in the mounting position bearing surface 7.
  • the support surface 7 is in a U-shaped support section 11 whose first U-flank 10 attached directly to the support surface 7 is and whose second U-flank 12 is supported on the adjacent side wall 3 or 3 '.
  • the Aufsteckzargen 5, 5 ' are each provided with recesses 14, both in the interior of the channel interior facing the inner cheek 8, as well as in the region of the support surface 7 and in the region of the first U-flank 10. These recesses 14 are usually used for the correct fixing and fixing a in the Aufsteckzarge 5, 5 'to be used gutter cover, which is not shown in the drawing.
  • the load cross members 15 each engage under the illustration in FIG. 2 when properly mounted the Abstützflansche 11 of the intended purpose on the upper edge of the Rinnenwandungen 3, 3 'seated Aufsteckzargen 5, 5', so that the Aufsteckzargen 5, 5 'each additionally supported on the load traverses 15.
  • FIG. 3 shows the drainage channel 1 in a plan view.
  • a respective Aufsteckzarge 5, 5 ' attached to the upper edges of the Rinnenwanditch 3, 3'.
  • FIG. 4 shows along the in FIG. 3 Registered section line a cross section through the channel body 2 of the drainage channel. 1
  • FIG. 5 shows an in FIG. 4 with V designated detail of the cross-sectional view, in particular concerning the attachment of the frame 5 formed here as Aufsteckzarge.
  • a folded edge 6 the upper edge of the groove wall 3 ', wherein on the folded edge 6 on one of the gutter inside facing inner cheek 8 via a right-angled edge, the support surface 7 for a not further shown gutter cover connects.
  • the support surface 7 for a not further shown gutter cover connects.
  • a further right-angled edge is followed in turn by a U-shaped support profile 11 is connected.
  • first U-flank 10 This comprises a first U-flank 10, as well as a vertically extending in the installed second U-flank 12, which rests parallel to the Rinnenwandung 3 '.
  • second U-flank 12 is firmly connected by means of a rivet connection 13 with the adjacent channel wall 3 '.
  • the load cross member 15 is arranged such that the support surface 16 of the load cross member 15 engages under the support profile 11.
  • the load cross-member 15 is connected as shown in Figure 7 with the gutter body 2 of the drainage channel 1, that the end wall 20 is inserted in each case in the intermediate region between a opposite the Rinnenwandept 3, 3 'projecting tuck 22, 22' on both sides, so that the Lasttraverse 15 as intended according to the illustration in FIG. 3 is arranged transversely to the longitudinal extent of the drainage channel 1 immediately below the support section 11.
  • the end walls 20, 20 'of the load cross member 15 are each dimensioned such that the end walls 20, 20' in each case protrude beyond the insertion tabs 22, 22 'on the underside in such a way that the supernatant 23 of the end wall 20 formed to that extent acts directly on the adjacent channel wall 3'. is applied.
  • the folded edge 6 of the frame 5, 5 ' causes a stiffening and edge protection for the upper edge of the Rinnenwandungen 3, 3'.
  • the frame 5, 5 'on both sides each a support surface 7 for a not shown in the drawing channel cover ready.
  • pressure forces introduced via the gutter cover are in each case discharged downward via the first U-flank 10, this first U-flank 10 of the support profile 11 via a sole of the support profile 11 and the second U-flank 12 on the gutter wall 3, 3 '. is supported.
  • the abutment flange 12 causes an additional reinforcement and reinforcement in this area in the area of the introduction of force into the respectively adjacent channel walls 3 and / or 3 '.
  • the execution of the frame 5, 5 'in multiple folded over form a stiffening of the frame 5, 5' in itself.
  • the support profile 11 is engaged in each case by the support surface 16 of a load cross member 15, via which also a load transfer can take place.
  • the protrusion 23, which adjoins the gutter walls 3 and / or 3 ', of the end walls 20, 20' of the load cross member 15 causes additional reinforcement and stiffening.
  • the load crossmember 15 causes a transverse reinforcement of the channel body 2 in total.
  • a drainage channel is described above, which can be produced from a gutter body, a frame and, if necessary, one or more load cross members by mating or joining the items, with a more stable and reliable drainage channel is produced by the interaction and the structural design of the above-mentioned items So that the items can be made, for example, as a comparatively thin-walled blanks without this would suffer from the capacity of the drainage channel.

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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)
  • Sewage (AREA)
EP19163774.3A 2016-09-01 2016-09-01 Caniveau d'écoulement des eaux pourvu de cadre de montage Active EP3527734B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP19163774.3A EP3527734B1 (fr) 2016-09-01 2016-09-01 Caniveau d'écoulement des eaux pourvu de cadre de montage

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP16186880.7A EP3290603B1 (fr) 2016-09-01 2016-09-01 Caniveau
EP19163774.3A EP3527734B1 (fr) 2016-09-01 2016-09-01 Caniveau d'écoulement des eaux pourvu de cadre de montage

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP16186880.7A Division EP3290603B1 (fr) 2016-09-01 2016-09-01 Caniveau
EP16186880.7A Division-Into EP3290603B1 (fr) 2016-09-01 2016-09-01 Caniveau

Publications (2)

Publication Number Publication Date
EP3527734A1 true EP3527734A1 (fr) 2019-08-21
EP3527734B1 EP3527734B1 (fr) 2020-03-04

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EP16186880.7A Active EP3290603B1 (fr) 2016-09-01 2016-09-01 Caniveau
EP19163774.3A Active EP3527734B1 (fr) 2016-09-01 2016-09-01 Caniveau d'écoulement des eaux pourvu de cadre de montage

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202021102026U1 (de) 2021-04-15 2022-07-18 Richard Brink Gmbh & Co. Kg Entwässerungsrinne

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9400242U1 (de) 1994-01-08 1994-03-17 Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt Lösbare Arretierung einer auf einem Grundkörper aufliegenden Abdeckung
DE19511206A1 (de) 1994-06-16 1996-02-08 Ahlmann Aco Severin Hochbauentwässerungsrinne
DE29808197U1 (de) 1998-05-07 1998-08-20 Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt Entwässerungsrinne
DE19856689A1 (de) 1998-12-09 2000-06-15 Hestag Bauelemente Entwaesseru Entwässerungsrinne
DE20005651U1 (de) * 2000-03-22 2000-06-29 Wiedemann GmbH, 25813 Husum Rinnenelement für eine Abwasserrinne aus Metallblech
DE20200509U1 (de) 2002-01-15 2002-03-21 ANRIN Anröchter Rinne GmbH, 59609 Anröchte Abdeckrostverriegelung
US20040240941A1 (en) 2001-10-04 2004-12-02 Michael Sieber Drainage device
DE102007010073A1 (de) 2006-03-01 2007-09-06 Hauraton Gmbh & Co. Kg Verbindungssystem für Rinnenunterteile
US20140110007A1 (en) 2012-10-19 2014-04-24 Aco Polymer Products, Inc. Drainage channels and methods for making drainage channels
EP2851477A1 (fr) 2013-09-20 2015-03-25 Richard Brink GmbH & Co. KG Caniveau d'écoulement des eaux

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9400242U1 (de) 1994-01-08 1994-03-17 Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt Lösbare Arretierung einer auf einem Grundkörper aufliegenden Abdeckung
DE19511206A1 (de) 1994-06-16 1996-02-08 Ahlmann Aco Severin Hochbauentwässerungsrinne
DE29808197U1 (de) 1998-05-07 1998-08-20 Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt Entwässerungsrinne
DE19856689A1 (de) 1998-12-09 2000-06-15 Hestag Bauelemente Entwaesseru Entwässerungsrinne
DE20005651U1 (de) * 2000-03-22 2000-06-29 Wiedemann GmbH, 25813 Husum Rinnenelement für eine Abwasserrinne aus Metallblech
US20040240941A1 (en) 2001-10-04 2004-12-02 Michael Sieber Drainage device
DE20200509U1 (de) 2002-01-15 2002-03-21 ANRIN Anröchter Rinne GmbH, 59609 Anröchte Abdeckrostverriegelung
DE102007010073A1 (de) 2006-03-01 2007-09-06 Hauraton Gmbh & Co. Kg Verbindungssystem für Rinnenunterteile
US20140110007A1 (en) 2012-10-19 2014-04-24 Aco Polymer Products, Inc. Drainage channels and methods for making drainage channels
EP2851477A1 (fr) 2013-09-20 2015-03-25 Richard Brink GmbH & Co. KG Caniveau d'écoulement des eaux

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202021102026U1 (de) 2021-04-15 2022-07-18 Richard Brink Gmbh & Co. Kg Entwässerungsrinne

Also Published As

Publication number Publication date
EP3290603A1 (fr) 2018-03-07
EP3290603B1 (fr) 2020-04-01
EP3527734B1 (fr) 2020-03-04

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