EP2995732B1 - Caniveau de façade - Google Patents

Caniveau de façade Download PDF

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Publication number
EP2995732B1
EP2995732B1 EP15184102.0A EP15184102A EP2995732B1 EP 2995732 B1 EP2995732 B1 EP 2995732B1 EP 15184102 A EP15184102 A EP 15184102A EP 2995732 B1 EP2995732 B1 EP 2995732B1
Authority
EP
European Patent Office
Prior art keywords
gutter
side walls
connection elements
façade
bodies
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
EP15184102.0A
Other languages
German (de)
English (en)
Other versions
EP2995732A1 (fr
Inventor
Iver AHLMANN
Hans-Julius Ahlmann
Harder Bernd
Kelkel Ralph
Jan Mieze
Marco Wandkowski
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.)
ACO Ahlmann SE and Co KG
Original Assignee
ACO Severin Ahlmann 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 ACO Severin Ahlmann GmbH and Co KG filed Critical ACO Severin Ahlmann GmbH and Co KG
Publication of EP2995732A1 publication Critical patent/EP2995732A1/fr
Application granted granted Critical
Publication of EP2995732B1 publication Critical patent/EP2995732B1/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
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • 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
    • 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
    • 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
    • E04D13/0459—Drainage borders, e.g. dripping edges, gravel stops or dispersers
    • E04D2013/0472—Gravel stops

Definitions

  • the invention relates to a facade gutter for the drainage of, in particular, granular soil areas, e.g. B. terraces, facade areas or flat roofs according to the preamble of claim 1.
  • drainage channels For the drainage of terraces, facade areas or flat roofs, drainage channels known as "facade channels" are common, which are installed as drainage in a floor to be drained. Surface water continues to flow from above into the cover channels of the facade channels.
  • a facade channel is for example from the DE 10 2007 010 073 A1 known.
  • This known gutter is designed quite complex for various reasons. On the one hand, a large number of individual parts must be kept in stock and assembled during installation; on the other hand, transport and storage are complex due to the high space requirements, even though the channels themselves have only a very small volume of material. This drives up the cost of such channels.
  • EP1001101A2 relates to a channel for the drainage of surface water and / or bulk material.
  • The has a lower part, which is opposite a displaceable upper part.
  • a closed area is formed which can be pushed in or pushed out.
  • the upper part of the sewer and the lower part of the sewer have seepage openings, in particular slots that have an identical and possibly overlapping structure when pushed together.
  • EP1522637A2 refers to a gutter for removing surface water and leachate with two side walls, a bottom and a water-permeable cover. One of the side walls is perpendicular to the cover. The second side wall has two sections. The lower section is flush with the floor and the upper section is perpendicular to the floor and lid and parallel to the first side wall.
  • the invention has for its object to develop a facade gutter of the type mentioned in such a way that a simple and inexpensive assembly as well as simple and inexpensive storage at low manufacturing costs are possible with little effort.
  • a facade channel should also be designed such that a simple and effective alignment of these channels to each other is made possible.
  • a facade gutter for the drainage of, in particular, granular soil areas, e.g. B. terraces, facade areas or flat roofs, comprising a formed as a sheet metal channel body with a floor and with side walls and first connection elements at first ends of the channel body, which can be connected to corresponding second connection elements at second ends of the channel body, the first connection elements being integral with the channel body are trained.
  • granular soil areas e.g. B. terraces, facade areas or flat roofs
  • the first connection elements engage via engagement sections in recesses or projections of the side walls when the gutter bodies are placed against one another in such a way that the gutter bodies are secured to one another in a direction perpendicular to the floor.
  • connection elements can preferably be brought into engagement with the first connection elements and the side walls of the channel body in such a way that the first connection elements in a longitudinal direction of the Channel body are secured to the side walls. This also leads to a simple construction as well as a simple assembly.
  • the first connection elements engage via offset portions in the recesses or the projections of the side walls when gutter bodies are placed against one another in such a way that the gutter bodies are secured to one another in a direction perpendicular to the floor. So already existing elements are used here for vertical adjustment of adjacent channels.
  • the side walls have slots countersunk from an upper side of the channel in such a way that second connection elements can be used both for connecting adjacent channel bodies and as protection against spreading out against spreading of the side walls.
  • second connection elements can be used both for connecting adjacent channel bodies and as protection against spreading out against spreading of the side walls.
  • a single element is used for two different functions (in this case, as an expansion protection).
  • the first connection elements can preferably be bent towards one another via defined bending areas in such a way that end plates can be placed on a channel end. This means that one and the same gutter body or gutter elements can be used both for those gutter elements that are arranged in the middle of a gutter strand and for the end gutter sections, whereby only a slight change to be made at the installation site by bending the connecting elements and the subsequent one Attachment of the end plates is necessary.
  • the end plates have first connection elements for connection to the side walls.
  • the construction of the connection between two channel bodies within a channel strand and an end plate with a channel body is therefore identical.
  • the second connection elements have latching slots which are designed to expand in two stages in such a way that a side wall can be inserted in a first, upper insertion area and a side wall plus a first connection element in a lower insertion area.
  • one and the same component namely a second connection element, can be used to connect two channel sections and (in particular in the case of higher tread load on a gutter) can be used to prevent the two side walls from spreading.
  • the side walls are preferably designed to diverge from one another in such a way that two or more channel bodies can be stacked partially nested. This facilitates storage and transportation.
  • the side walls preferably have cross-sectionally U-shaped (in the form of an inverted U) closing elements at their upper edges with respect to the floor, which are configured in such a way that a grate or similar covering element can be fitted. This results in a versatile use, in particular when these end elements are designed in accordance with drainage channels as are customary for surface drainage.
  • an outer leg of the end element opposite the side wall is bent inwards towards the side wall in such a way that a lower edge of the outer leg of an upper gutter body with gutter bodies stacked on top of one another on a end element of a lower gutter body lies on.
  • This ensures that the side walls, which converge downwards in a wedge shape, are not in close frictional engagement with one another, so that jamming can occur. Rather, the distance between the channel bodies when stacking in the vertical direction can be defined by the height of the outer leg.
  • the side walls preferably have bending tabs which are designed such that, after bending out of the side wall, a puncture channel can be applied transversely to the longitudinal direction of the channel. This increases the variability of the overall arrangement.
  • the lower edges of these bending tabs are preferably beveled in the direction of their ends in such a way that when they are bent out of the (inclined) side wall, the lower edges or their end edges do not pose any danger for cover films or the like located under the channel body.
  • connection elements are preferably provided as stripping parts, in particular in the bottom of the channel body. On the one hand, this facilitates the producibility, since no additional sheet metal parts have to be produced. Storage and transport are also facilitated thereby, the arrangement preferably being such that the connection elements can be broken out without any tools by bending back and forth several times.
  • Any flat material that can be permanently deformed by hand in particular sheet metal, is suitable as the material.
  • FIG. 1 Two trough bodies 10 are shown placed against each other, each having a bottom 11 and side walls 12, 13.
  • the side walls 12, 13 are provided with slots to collect and drain water from the surrounding soil.
  • the end of a channel body protruding toward the front is designated as the first end 14 and the end protruding toward the rear as the second end 15, as is evident in particular from FIG. 7 emerges.
  • slots 16 are provided in the side walls 12, 13, penetrating parts of the end elements 18.
  • Second connecting elements 30 (see in particular FIGS. 4th and 5 ) are used. These second connection elements 30 have - symmetrically - snap-in slots 31 which have an upper narrow insertion area 32 and a lower, further insertion area 33 (see FIG. 5 ).
  • FIG. 3rd emerges from the side walls 12, 13 protrude first connection elements 20 in the longitudinal direction of the channel body 10, which are integrally formed on a bending area 22 on the side walls 12, 13, which is formed by a slot or other such weakening of material. Furthermore, an offset portion 21 is formed between the bending region 22 and the first connection element 20, which elevates the first connection element 20 by approximately one material thickness of the side wall 12, 13 from its plane. Then if two channel bodies 10 as in the FIGS. 1 or 6 shown, are placed next to each other, the second connection elements 20 of the rear channel ( FIG. 1 ) on the outer surfaces of the side walls 12, 13 of the front channel (see also FIG. 6 ).
  • first connection elements 20 have slots 23, as can be seen in particular FIG. 3rd emerges.
  • the regions of the first connection element 20 lying on a side wall 12, 13 are in turn located in the lower insertion region 33, which is therefore two sheet metal thicknesses and is shaped so beveled in its lowermost area that it is easy to insert from above by gripping the first connection element 20. This is particularly evident from the FIGS. 5 and 6 forth.
  • FIG. 1 two such second connection elements 30 are shown in the middle between the two channel bodies 10.
  • the left of the two connection elements 30 encompasses both the side walls 12, 13 and the connection elements 20, while the right connection element 30 only fixes the side walls 12, 13 to one another. In both cases, however, spreading apart of the side walls 12, 13 is prevented by the second connection elements 30.
  • the second connection elements 30 can be manufactured and supplied as separate components. In the preferred embodiment shown here, however, the second connection elements 30 are provided as partially punched-out parts in the bottom 11 of the channel body 10, which are broken out if necessary. In this way, the manufacture and transport of the entire gutters are made considerably easier.
  • the first connection elements 20 together with the second connection elements 30 not only form a tensile connection between two channel bodies 10 (as in FIG FIG. 1 shown). It is namely in the second ends 15 of the channel body 10, as shown in particular in FIG. 2nd is shown, recesses 40 are provided which correspond in length to the height of the first connection element 20, in particular in its offset portion 21. When gutter bodies 10 are placed against one another, this offset portion 21 is seated in the recess 40 (on the side walls 12, 13), as is particularly the case in FIG FIG. 6 is shown. Vertical insertion of two channel bodies 10 fastened to one another is achieved by this insertion into one another.
  • the end of a channel body 10 is formed by an end plate 50, which in particular in FIG FIG. 11 is shown in perspective.
  • Such an end plate 50 like the first ends 14 of a channel body 10, has first connection elements 20 with slots 23.
  • the first connection elements 20 at the first end 14 of a channel body 10 are bent inward by bending the bending region 22 by approximately 90 ° to the side wall 12, 13.
  • an end plate 50 is placed in such a way that its foot 51 lies on the floor 11 (see FIG. 1 ) and the first connection elements 20 rest on the outer sides of the side walls 12, 13 such that the slots 23 of the first connection elements 20 of the end plate 50 are again aligned with the slots 16 in the side walls 12, 13.
  • a second connection element 30 is inserted from above into the slots 16 and 23, as a result of which the end plate 50 is fixed to the channel body 10 and at the same time the side walls 12, 13 are secured against spreading apart.
  • bending tabs 41 are also provided, which can be bent outwards if a narrow connecting web is cut between them. A spur line (not shown here) can then be connected to the opening.
  • the lower edges 42 of these bending tabs 41 are chamfered in such a way that when they are bent out, the lower edges 42 stand slightly upwards relative to a foil base (in the assembly position) under the channel bodies 10 without sharp edges, so that such a foil base is also not injured.
  • FIGS. 7 and 8 shown - the side walls 12, 13 inclined relative to the floor 11 by an angle ⁇ which is greater than 90 °.
  • the side walls 12, 13 are inclined by the same angle ⁇ (greater than 90 °).
  • the outer leg 19 of the end element 18 in turn is arranged essentially parallel to the side walls 12, 13, so that there is a bending angle of ⁇ less than 90 °.

Landscapes

  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Floor Finish (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Claims (12)

  1. Caniveau de façade pour le drainage de zones de sol en particulier granuleuses, par ex. terrasses, zones de façade, toits plats, comprenant :
    - un corps de caniveau (10) constitué comme pièce moulée en tôle, présentant un fond (11) et des parois latérales (12, 13), et
    - des premiers éléments de raccordement (20) à des premières extrémités (14) du corps de caniveau (10), qui sont aptes à être reliés à des deuxièmes éléments de raccordement (30) correspondants à des deuxièmes extrémités (15) du corps de caniveau (10), sachant que les premiers éléments de raccordement (20) sont constitués d'une pièce avec le corps de caniveau (10),
    caractérisé en ce que
    les premiers éléments de raccordement (20) viennent en prise via des sections de prise dans des évidements (40) ou des protubérances des parois latérales (12, 13) lors de la mise en place de corps de caniveau (10) les uns contre les autres, de telle manière que les corps de caniveau (10) soient assurés les uns aux autres dans une direction perpendiculaire au fond (11).
  2. Caniveau de façade selon la revendication 1,
    caractérisé en ce que
    les deuxièmes éléments de raccordement (30) sont aptes à être mis en prise avec les premiers éléments de raccordement (20) et les parois latérales (12, 13) du corps de caniveau (10), de telle manière que les premiers éléments de raccordement (20) soient assurés aux parois latérales dans une direction longitudinale du corps de caniveau (10).
  3. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les premiers éléments de raccordement (20) viennent en prise via des sections coudées (21) dans les évidements (40) ou les protubérances des parois latérales (12, 13) lors de la mise en place de corps de caniveau (10) les uns contre les autres, de telle manière que les corps de caniveau (10) soient assurés les uns aux autres dans une direction perpendiculaire au fond (11).
  4. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les parois latérales (12, 13) présentent des fentes (16) enfoncées depuis un côté supérieur de caniveau, de telle manière que les deuxièmes éléments de raccordement (30) soient aptes à être utilisés aussi bien pour relier des corps de caniveau (10) contigus les uns aux autres que comme sûretés anti-écartement contre un écartement des parois latérales (12, 13).
  5. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les premiers éléments de raccordement (20) peuvent être pliés les uns vers les autres de préférence via des zones de pliage (22) définies, de telle manière que des plaques de clôture (50) puissent être posées sur une extrémité de caniveau (14, 15).
  6. Caniveau de façade selon la revendication 5,
    caractérisé en ce que
    les plaques de clôture (50) présentent des premiers éléments de raccordement (20) pour la liaison avec les parois latérales (12, 13).
  7. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les deuxièmes éléments de raccordement (30) présentent des fentes d'encliquetage (31) qui sont constituées en s'élargissant en deux étages, de telle manière que, dans une première zone de pose supérieure (32), une paroi latérale (12, 13), et dans une deuxième zone de pose inférieure (33), une paroi latérale (12, 13) en plus d'un premier élément de raccordement (20), puissent être posées en ajustement serré.
  8. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les parois latérales (12, 13) sont constituées en divergeant les unes des autres par rapport au fond (11), de telle manière que deux ou plus de deux corps de caniveau (10) soient empilables en étant en partie encastrés les uns dans les autres.
  9. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les parois latérales (12, 13) présentent des éléments de clôture (18) en forme de U en coupe transversale au niveau de leurs bords supérieurs opposés au fond (11), lesquels sont constitués de telle manière qu'une grille ou élément de recouvrement similaire puisse être posée.
  10. Caniveau de façade selon la revendication 9,
    caractérisé en ce que
    une branche extérieure (19) de l'élément de clôture (18) qui est opposée à la paroi latérale (12, 13) est repliée vers l'intérieur en direction de la paroi latérale (12, 13), de telle manière qu'un bord inférieur (42) de la branche extérieure (19) d'un corps de caniveau (10) supérieur repose sur un élément de clôture (18) d'un corps de caniveau (10) inférieur en cas de corps de caniveau (10) empilés les uns sur les autres.
  11. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les parois latérales (12, 13) présentent des languettes de dépliage (41) qui sont constituées de telle manière que, après un dépliage hors de la paroi latérale (12, 13), un conduit de dérivation puisse être apposé transversalement à la direction longitudinale de caniveau.
  12. Caniveau de façade selon l'une des revendications précédentes,
    caractérisé en ce que
    les deuxièmes éléments de raccordement (30) sont prévus comme pièces défonçables en particulier dans le fond (11) du corps de caniveau (10).
EP15184102.0A 2014-09-09 2015-09-07 Caniveau de façade Active EP2995732B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102014112984.9A DE102014112984A1 (de) 2014-09-09 2014-09-09 Fassadenrinne

Publications (2)

Publication Number Publication Date
EP2995732A1 EP2995732A1 (fr) 2016-03-16
EP2995732B1 true EP2995732B1 (fr) 2020-03-18

Family

ID=54065763

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15184102.0A Active EP2995732B1 (fr) 2014-09-09 2015-09-07 Caniveau de façade

Country Status (2)

Country Link
EP (1) EP2995732B1 (fr)
DE (1) DE102014112984A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016101611U1 (de) * 2016-03-23 2016-06-20 Hauraton Gmbh & Co. Kg Entwässerungssystem
CN105908822A (zh) * 2016-04-29 2016-08-31 南昌工程学院 一种城市低洼地带排水***
DE202016106530U1 (de) * 2016-11-22 2018-03-01 Richard Brink Gmbh & Co. Kg Aus Blech bestehende Dränage- oder Entwässerungsrinne
DE202017104614U1 (de) 2017-08-02 2018-11-07 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Entwässerungsrinne zur Oberflächenentwässerung und Entwässerungsrinnensystem mit einer solchen Entwässerungsrinne
DE102018119506A1 (de) * 2018-08-10 2020-02-13 Wiedemann Gmbh Vorrichtung zur Entwässerung
DE102020101577A1 (de) 2020-01-23 2021-07-29 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Riegeleinrichtung, Entwässerungsrinne und Rinnensystem

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Publication number Priority date Publication date Assignee Title
CH588597A5 (en) * 1975-02-24 1977-06-15 Schweizer Ernst Ag Metallbau Z Joint strap for metal rain water gutter - is flanged to match gutter and secured by bars slid through flange region
DE2737657A1 (de) * 1977-08-20 1979-03-01 Paul Jagodzinsky Wasserfuehrungsrinne
DE29617121U1 (de) * 1996-10-01 1996-11-21 Schneider, Franz, 72160 Horb Entwässerungsrinne für den Einbau vor Tür- oder Fensterelementen
DE19856689A1 (de) * 1998-12-09 2000-06-15 Hestag Bauelemente Entwaesseru Entwässerungsrinne
EP1428948A1 (fr) * 1998-11-11 2004-06-16 Hestag Bauelemente Entwässerungs-Technik Caniveau d'écoulement
DE19910824A1 (de) * 1999-03-11 2000-09-14 Wilhelm Lueck Entwässerungsrinne aus Stahlblech
DE502004009071D1 (de) * 2003-10-09 2009-04-16 Gabs Ag Wasserinne und ein Rinnenwinkel
ITVR20030050U1 (it) * 2003-10-15 2005-04-16 Dakota Metal Plastic Works Llc Canalina componibile provvista di mezzi che consentono l'aggancio e lo sgancio rapido di ulteriori componenti che la completano
DE102007010073B4 (de) 2006-03-01 2017-11-30 Hauraton Gmbh & Co. Kg Verbindungssystem für Rinnenunterteile
DE202006012625U1 (de) * 2006-08-16 2007-12-27 Hydrotec Technologies Ag Entwässerungsvorrichtung

Non-Patent Citations (1)

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Title
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Also Published As

Publication number Publication date
DE102014112984A1 (de) 2016-03-10
EP2995732A1 (fr) 2016-03-16

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