EP2899325B1 - Système d'étanchéification - Google Patents

Système d'étanchéification Download PDF

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Publication number
EP2899325B1
EP2899325B1 EP15152028.5A EP15152028A EP2899325B1 EP 2899325 B1 EP2899325 B1 EP 2899325B1 EP 15152028 A EP15152028 A EP 15152028A EP 2899325 B1 EP2899325 B1 EP 2899325B1
Authority
EP
European Patent Office
Prior art keywords
drainage channels
tongue
connection
groove
drainage
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
EP15152028.5A
Other languages
German (de)
English (en)
Other versions
EP2899325A1 (fr
Inventor
Klaus Werner
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 EP15152028.5A priority Critical patent/EP2899325B1/fr
Publication of EP2899325A1 publication Critical patent/EP2899325A1/fr
Application granted granted Critical
Publication of EP2899325B1 publication Critical patent/EP2899325B1/fr
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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
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks

Definitions

  • the invention relates to a sealing system according to the preamble of claim 1.
  • a drainage channel with these features is from the EP 1 719 848 A2 previously known.
  • Such a drainage channel sealed in the joint area is also known from the German patent DE 195 20 801 C1 previously known.
  • the channel elements can also be connected to each other in the joint area by a connecting element which engages under the grooves in the joint region, the connecting element being connected to the two end-side groove ends with the interposition of a sealing element.
  • a connecting element which engages under the grooves in the joint region, the connecting element being connected to the two end-side groove ends with the interposition of a sealing element.
  • such drainage channels are optionally made of concrete, steel, plastic, fiber concrete or polyester concrete and used for drainage of roads, squares, storage areas or traffic areas.
  • such drainage channels on tongue and groove systems, which mesh when laying and above all serve as installation aid of the gutters.
  • An automatic seal is not made with these compounds in most cases. If you want to ensure an efficient sealing of the gutters in the joint area, so special sealing measures are required.
  • the invention is based on the object to make the butt joint between the drainage channels involved in this connection so that directly when laying the drainage channels automatically, i. without additional subsequent sealing effort or subsequently attached elements a tight butt joint, and over the entire circumference of the frontal connection of the participating drainage channels, is made.
  • the solution according to the invention provides for an interaction of an additional locking element on the spring side with an additional complementary recess on the groove side, such that As a result, a fuse of the tongue and groove connection is also effected vertically to the longitudinal extent of the connected drainage channels and this is thus prevented against displacement upwards or downwards against each other in conjunction with a cancellation of the seal caused by the connection. It is irrelevant for the object of the invention, whether the locking element on the spring or the groove side or the complementary retaining element on the tongue or spring side of the butt joint are arranged.
  • the locking element engages on the tongue or spring side of the butt joint to form the butt joint in a corresponding recess on the spring or groove side of the other drainage channel a, so that in this way a backup of the connection is made in the vertical direction to the longitudinal extent of the participating drainage channels.
  • a further locking element in the solution according to the invention ensures that the connection is secured transversely to the longitudinal extent of the two drainage channels and thus they are pressed together in this direction, so that the seal is secured in all three axes of their spatial extent and pressed in such a way in that a tight connection is established between the participating drainage channels.
  • the tightness of the tongue and groove connection according to the invention can be further improved by the fact that the connection of the participating drainage channels is made with the interposition of a sealing profile.
  • a further improved embodiment can be arranged on the tongue side a second locking element and on the groove side with this additional spring element corresponding second recess, wherein both the additional locking element as well as the additional recess respectively above the first locking element or above the first recess to the corresponding Drainage channels are formed.
  • the respective additional second locking element is provided in contrast to the first locking element with a downwardly facing hook portion corresponding to a corresponding undercut of the respective second recess of the respective adjacent drainage channel, ie when connecting these adjoining drainage channels with the undercut is engaged.
  • a foam or moss rubber-like profile seal can be used as a seal or as inserted between the drainage channels sealing element.
  • the solution of the invention provides to produce the drainage channels made of concrete or polyester concrete, wherein the additional connecting elements are realized in the groove and / or spring area additionally inside and / or outside applied plastic inlays cost.
  • FIG. 1 shows in a perspective view of an open butt joint between two drainage channels 1, 2, wherein the one drainage channel 1 is formed in the joint area as a groove side, while the other drainage channel 2 is formed in the joint area as a spring side.
  • one drainage channel 1 projects in the direction of the adjacent other drainage channel 2, over the entire profile of the drainage channel 1 circumferential Nutsteg 3, while the other drainage channel 2 also has a projecting over the entire channel profile in the direction of a drainage channel 1 spring bar 4.
  • the spring bar 4 is provided with a circumferential projecting edge 5, which engages in the joining of the two drainage channels 1 and 2 in a corresponding circumferential groove 6 of the Nutstegs 3.
  • a pull-out protection of the butt joint is effected in the longitudinal direction of the two drainage channels 1, 2 connected to one another.
  • two projecting locking elements 7 are integrally formed on the spring bar 4 on the outer circumference on the outer circumference, which are engageable with two corresponding with the locking elements 7 recesses 8 of the Nutstegs 3 in such a way that an additional backup of the butt joint of the two involved drainage channels 1, 2 vertically to the longitudinal extent of the two drainage channels 1, 2 is effected.
  • FIG. 2 again shows an open butt joint between two drainage channels 1, 2 in a perspective view.
  • Shock connection shown differs from that in FIG. 1 shown butt joint characterized in that in addition to the locking element 7, a further locking element 7 'with a corresponding recess 8' in the region of the Nutstegs 3 are each formed on the drainage channels 1 and 2 involved in the connection.
  • the hereby realized double safety of the butt joint causes a higher tightness of the connection and a better stability of the formed connection between the drainage channels 1 and 2 involved.
  • FIG. 3 shows the in FIG. 2 Shock connection shown in the closed design, ie such that the spring bar 4 is latched to the Nutsteg 3 and the locking elements 7, 7 'with the corresponding recesses 8, 8' are locked.
  • FIG. 4 shows the in FIG. 3 shown closed butt joint in an in FIG. 3 Section IV-IV. From this view it becomes clear that both the locking element 7 and the locking element 7 'in the corresponding recesses 8, 8' engages and thus causes the described double-locking the connection.
  • FIG. 5 again shows an open butt joint of the drainage channels 1, 2 involved in the butt joint in a yet further improved embodiment.
  • identical features such as the Nutsteg 3, the spring bar 4, the locking element 7 and the corresponding recess 8 are provided with identical reference numerals.
  • a hook member 10 In place of the additional locking element 7 here is a hook member 10 has entered, which is intended to be brought into engagement with the corresponding undercut recess 11 in engagement.
  • FIG. 6 shows the in FIG. 5 Shock connection shown in a partial view in a closed design.
  • the hook element 10 is in engagement with the undercut recess 11.
  • FIG. 7 shows the closed butt joint in an in FIG. 6 with VII - VII designated sectional view.
  • the locking element 7 engages in the recess 8, while at the same time the hook element 10 is hooked under engagement behind the undercut of the undercut recess 11. From this representation it is clear that even if the drainage channel 2 could migrate downwards with the spring bar 4 and the molded hook element 7 due to a settling movement of the earth region, so that the locking element 7 could be disengaged from the recess 8, such an evasive movement in that the hook element 10 is received in the undercut recess 11, thus settling down the drainage channel element 2 is excluded.
  • the drainage channel element 2 also can not migrate upwards, because in this respect the drainage channel element 2 is fixed in the recess 8 by the engagement of the latching element 7.
  • the butt joint is thus secured not only in horizontal, but also in vertical terms.

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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)

Claims (6)

  1. Système d'étanchéité comprenant deux gouttières d'évacuation de l'eau (1, 2) voisines l'une de l'autre dans la position de montage, dans lequel la zone d'aboutement entre ces gouttières d'évacuation de l'eau (1, 2) est rendue étanche, la face frontale d'une gouttière d'évacuation de l'eau (1) étant conformée comme une face portant une rainure et la face frontale de l'autre gouttière d'évacuation de l'eau (2) comme une face portant une languette et ces gouttières d'évacuation de l'eau étant assemblées entre elles par un assemblage à gouttière et languette au niveau de l'aboutement et une sécurité contre l'extraction de l'assemblage bout à bout entre les deux gouttières d'évacuation de l'eau (1, 2), au minimum, étant ainsi créée dans le sens horizontal, autrement dit dans le sens de la longueur des gouttières d'évacuation de l'eau (1, 2), au moins un élément d'enclenchement (7) sur la face portant une languette étant assemblé avec au moins un creux (8) complémentaire sur la face portant une rainure de l'assemblage bout à bout ou, à l'inverse, l'élément d'enclenchement (7) sur la face portant une rainure et le creux (8) complémentaire sur la face portant une languette de l'assemblage bout à bout, et une sécurisation de l'assemblage par rainure et languette des deux gouttières d'évacuation de l'eau (1, 2) dans le sens vertical par rapport à la longueur des gouttières d'évacuation de l'eau (1, 2) assemblées étant ainsi obtenue dans la position d'installation, caractérisé en ce que les gouttières d'évacuation de l'eau (1,2) sont fabriquées dans une grande mesure en béton ou en béton au polyester, des inserts en plastique munis des les éléments d'enclenchement et les creux étant intégrés dans la zone d'aboutement sur la face portant une rainure et/ou une languette, sur l'intérieur et/ou l'extérieur, et l'assemblage bout à bout des gouttières d'évacuation de l'eau (1, 2) étant réalisé au moyen de ces inserts en plastique.
  2. Système d'étanchéité selon la revendication 1, caractérisé en ce qu'une sécurité supplémentaire de l'assemblage dans le sens transversal par rapport à la longueur des deux gouttières d'évacuation de l'eau (1, 2) est réalisée au moyen d'un autre élément de blocage, l'autre élément de blocage permettant d'exercer une compression verticale par rapport à la longueur des gouttières d'évacuation de l'eau (1, 2) dans la position de montage et transversale par rapport à la longueur des gouttières d'évacuation de l'eau (1, 2) participant à l'assemblage et un assemblage au moins approximativement étanche des gouttières d'évacuation de l'eau (1, 2) en question étant réalisé.
  3. Système d'étanchéité selon la revendication 1 ou 2, caractérisé en ce que l'assemblage par rainure et languette entre les deux gouttières d'évacuation de l'eau (1, 2) est formé en intercalant un profilé d'étanchéité.
  4. Système d'étanchéité selon l'une des revendications 2 ou 3, caractérisé en ce qu'un deuxième élément d'enclenchement (7') est formé sur la face portant une languette et un deuxième creux (8') correspondant à ce deuxième élément d'enclenchement (7') sur la face portant une rainure, respectivement au-dessus du premier élément d'enclenchement (7) et du premier creux (8).
  5. Système d'étanchéité selon la revendication 4, caractérisé en ce que le deuxième élément d'enclenchement (7'), à la différence du premier élément d'enclenchement (7), est muni d'une partie en forme de crochet tournée vers le bas, qui correspond à une contre-dépouille correspondante du creux en contre-dépouille (11).
  6. Système d'étanchéité selon une ou plusieurs des revendications 3 à 5, caractérisé en ce que le profilé d'étanchéité est conformé comme un profilé d'étanchéité souple, de préférence en caoutchouc-mousse ou ayant la consistance du caoutchouc-mousse.
EP15152028.5A 2014-01-24 2015-01-21 Système d'étanchéification Active EP2899325B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP15152028.5A EP2899325B1 (fr) 2014-01-24 2015-01-21 Système d'étanchéification

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP14152486.8A EP2899324B1 (fr) 2014-01-24 2014-01-24 Système d'étanchéification
EP15152028.5A EP2899325B1 (fr) 2014-01-24 2015-01-21 Système d'étanchéification

Publications (2)

Publication Number Publication Date
EP2899325A1 EP2899325A1 (fr) 2015-07-29
EP2899325B1 true EP2899325B1 (fr) 2019-08-21

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Family Applications (2)

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EP14152486.8A Active EP2899324B1 (fr) 2014-01-24 2014-01-24 Système d'étanchéification
EP15152028.5A Active EP2899325B1 (fr) 2014-01-24 2015-01-21 Système d'étanchéification

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Application Number Title Priority Date Filing Date
EP14152486.8A Active EP2899324B1 (fr) 2014-01-24 2014-01-24 Système d'étanchéification

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020169216A1 (fr) * 2019-02-21 2020-08-27 Aco Severin Ahlmann Gmbh & Co. Kg Système d'évacuation des eaux, unités et procédés
US11021864B1 (en) 2019-05-22 2021-06-01 Aquastar Pool Products, Inc. Deck drain system
AT524281B1 (de) 2020-10-05 2023-02-15 Aco Severin Ahlmann Gmbh & Co Kg Rinnenkörper, Verbindungsvorrichtung, Stirnwand, Entwässerungsrinne, Anordnung und Verfahren

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3225545A (en) * 1962-07-10 1965-12-28 Josam Mfg Co Drain construction
DE9319836U1 (de) 1993-12-23 1994-03-17 Hauraton Betonwaren Entwässerungsrinnensystem
DE19520801C1 (de) 1995-06-07 1996-10-31 Ahlmann Aco Severin Abdichteinrichtung für eine Entwässerungsrinne
DE19731585B4 (de) * 1997-07-22 2006-02-02 Birco Baustoffwerk Gmbh Kunststoffrinne
DE102005020753A1 (de) 2005-05-02 2006-11-09 Mea Meisinger Ag Entwässerungsrinne aus Rinnenelementen
DE202011000491U1 (de) * 2011-03-04 2011-06-09 HAURATON GmbH & Co. KG, 76437 Aussteifungselement

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

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Publication number Publication date
EP2899324B1 (fr) 2016-08-17
EP2899324A1 (fr) 2015-07-29
EP2899325A1 (fr) 2015-07-29

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