EP2899324A1 - Système d'étanchéification - Google Patents

Système d'étanchéification Download PDF

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Publication number
EP2899324A1
EP2899324A1 EP14152486.8A EP14152486A EP2899324A1 EP 2899324 A1 EP2899324 A1 EP 2899324A1 EP 14152486 A EP14152486 A EP 14152486A EP 2899324 A1 EP2899324 A1 EP 2899324A1
Authority
EP
European Patent Office
Prior art keywords
drainage channels
butt joint
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.)
Granted
Application number
EP14152486.8A
Other languages
German (de)
English (en)
Other versions
EP2899324B1 (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 EP14152486.8A priority Critical patent/EP2899324B1/fr
Priority to EP15152028.5A priority patent/EP2899325B1/fr
Publication of EP2899324A1 publication Critical patent/EP2899324A1/fr
Application granted granted Critical
Publication of EP2899324B1 publication Critical patent/EP2899324B1/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
    • 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 for sealing the abutting region between two drainage channels arranged adjacent to one another in the installation position, wherein the end face of a drainage channel is formed as groove side and the front side of the other drainage channel as spring side and these drainage channels by a tongue and groove connection in the joint area are connected and thereby in the horizontal direction, ie in the direction of the longitudinal extent of the drainage channels, at least one extract safety of the butt joint between the two drainage channels is made.
  • Such a drainage channel sealed in the joint area is known from the German patent specification 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 area, wherein the connecting element with the interposition of a sealing element with the two front groove ends is connected.
  • a connecting element which engages under the grooves in the joint area, wherein the connecting element with the interposition of a sealing element with the two front groove ends is connected.
  • 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 that is made over the entire circumference of the frontal connection of the participating drainage channels.
  • the solution according to the invention provides for an interaction of an additional locking element on the spring side with an additional complementary retaining element 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.
  • 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 sealed 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.
  • 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, so that thereby securing the connection in the vertical direction to the longitudinal extent involved Drainage channels is made.
  • one or more sawtooth surfaces on the outside or inside of the tongue or spring side of a drainage channel can be integrally formed on the tongue or tongue side and at the same time on the spring or groove side of the respective other drainage channel corresponding, respectively complementary further sawtooth surfaces for forming a latching connection in the joint area of the drainage channels involved and thereby securing the butt joint be made vertically to the longitudinal extent of the connected drainage channels.
  • a foam rubber or foam rubber-like profile seal can be used as a seal or as inserted between the drainage channels sealing element.
  • the solution according to the invention can be used in conjunction with plastic troughs, which are produced in an injection molding process.
  • the connecting elements according to the invention to the already existing tongue and groove connection, so the additional locking element and that complementary retaining element and / or the further locking element directly in the manufacture of the drainage channels in the tool used in this context can be considered that by the additional fasteners are no or almost no additional production costs caused.
  • the above-mentioned profile seal must be incorporated later, but this can also be realized very inexpensively in the context of an automated manufacturing step.
  • the solution according to the invention can of course also be realized in connection with drainage channels, which are made of non-yielding materials, in particular concrete or polyester concrete, in which case the additional connecting elements by means of plastic inlays in the groove and / or spring area additionally inside and / or outside are economically feasible.
  • 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 encircling Nutsteg 3, while the other drainage channel 2 also has over the entire channel profile in the direction of a drainage channel 1 projecting 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 shows the closed butt joint in a side view.
  • the in FIG. 2 designated longitudinal section through the closed butt joint of the two drainage channels involved 1 and 2. According to the enlarged view in FIG.
  • FIG. 3 shows FIG. 3 how the retaining pin 10 engages over the groove web 3 lying in the connecting position and presses against the adjoining outer circumference of the spring web 4.
  • FIG. 4 IV-IV cross-sectional view, which in FIG. 4 is shown again, as the over the spring bar 4 projecting locking element 7 engages in the recess 8 of the Nutstegs 3.
  • this view shows how the peripheral edge 5 of the spring bar 4 engages in the corresponding groove 6 of the Nutstegs 3.
  • FIG. 5 shows in a likewise enlarged view the in FIG. 2 with VV labeled longitudinal section.
  • the peripheral edge 5, which protrudes beyond the outer circumference of the spring bar 4 engages in the circumferential groove 6 of the spring bar 4, so that in the connecting position of the participating drainage channels 1, 2 an extract securing the drainage channels 1, 2 given in the direction of their longitudinal extent is.
  • the view shows FIG. 5 the integrally formed on the Nutsteg 3 retaining pin 10th
  • FIGS. 1 to 5 Thus, a connection of two drainage channels 1, 2 is shown, which is ultimately secured in all three spatial axes, namely on the one hand by the tongue and groove connection, which is produced by the peripheral edge 5, which engages in the circumferential groove 6, as well By engaging in the recess 8 locking element 7 and by securing the in the connecting position the spring bar 4 cross-Nutsteg 3 in its connecting position locking pin 10.
  • a conventional profile seal in the FIGS. 1 to 5 not shown, be inserted and thereby be made a further improved sealing of the butt joint.
  • FIG. 6 An alternative embodiment of the above-described butt joint between the two drainage channels 1 and 2 is shown in a perspective view in FIG. 6 as well as in the following FIGS. 7 to 9 shown.
  • identical elements of this connection are denoted by identical reference numerals.
  • the one drainage channel 1 is provided with a projecting in the direction of the other drainage channel 2 Nutsteg 3, in the intended purpose, a spring bar 4 of the adjacent drainage channel 2 engages such that the projecting over the spring bar 4 peripheral edge 5, preferably with the interposition of a in FIG. 6 seal not shown in the groove 6 of the Nutstegs 3 engages.
  • two sawtooth elements 11 provided with a corresponding profiling, which interacts with two corresponding further sawtooth elements 12 of the mortise web 3 such that the corresponding profiles of the sawtooth elements 11 and 12 are pushed into one another such that when the connection is closed Solution of the connection is effectively prevented vertically to the longitudinal extent of the participating drainage channels 1 and 2. Due to the interaction of the two sawtooth elements 11 and 12, an additional contact pressure between the involved drainage channels 1 and 2 is additionally produced in the vertical direction, which ensures a further sealing of the butt joint between the two drainage channels 1 and 2.
  • FIGS. 7a) to 7d The abutment described above is from its open position to its closed position in the FIGS. 7a) to 7d ) is shown in a partially reproduced side view. It shows Figure 7a ) a completely open connection in a situation in which the two drainage channels 1 and 2 are more or less completely offset from each other in the vertical direction, wherein in this position, the two sawtooth elements 11 and 12 are still in no interaction. Incidentally, in this situation, not even the circumferential edge 5 in engagement with the circumferential groove 6 of a drainage channel 1. In the installation situation according to FIG. 7b ) is already made a first engagement of the two to be connected drainage channels 1 and 2 on the circumferential edge 5 and the circumferential groove 6, wherein the two sawtooth elements 11 and 12 are already adjacent to each other but are not yet engaged.
  • FIG. 7c shows the butt joint between the drainage channels 1 and 2 involved in which situation the involved sawtooth elements 11 and 12 completely overlap each other and thus engage with each other.
  • the retaining pin 10 pushes the web 4 cross-Nutsteg 3 to the spring bar 4 and thus increases the contact pressure of the tight connection in the transverse direction to the longitudinal extent of the participating drainage channels 1 and 2.
  • FIG. 8 shows the closed butt joint according to FIG. 7d ) in a longitudinal section, designated VIII VIII in FIG. 7d).
  • the retaining pin 10 connected to the other drainage channel 2 in the frame region overlaps on both sides the groove web 3 which overlaps the spring web 4 on the outside.

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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)
EP14152486.8A 2014-01-24 2014-01-24 Système d'étanchéification Active EP2899324B1 (fr)

Priority Applications (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

Applications Claiming Priority (1)

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

Publications (2)

Publication Number Publication Date
EP2899324A1 true EP2899324A1 (fr) 2015-07-29
EP2899324B1 EP2899324B1 (fr) 2016-08-17

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

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Cited By (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
EP3992383A2 (fr) 2020-10-05 2022-05-04 ACO Ahlmann SE & Co. KG Connection pour gouttière d'évacuation d'eau
RU2801215C2 (ru) * 2019-02-21 2023-08-03 Ако Альманн Се Унд Ко. Кг Блок приема воды для дренажной системы и дренажная система, содержащая такой блок

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11021864B1 (en) 2019-05-22 2021-06-01 Aquastar Pool Products, Inc. Deck drain system

Citations (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
DE19731585A1 (de) * 1997-07-22 1999-01-28 Birco Baustoffwerk Gmbh Kunststoffrinne
EP1719848A2 (fr) * 2005-05-02 2006-11-08 MEA Meisinger AG Caniveau d'écoulement composé d'éléments de caniveau
DE202011000491U1 (de) * 2011-03-04 2011-06-09 HAURATON GmbH & Co. KG, 76437 Aussteifungselement

Patent Citations (7)

* 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
DE19731585A1 (de) * 1997-07-22 1999-01-28 Birco Baustoffwerk Gmbh Kunststoffrinne
EP1719848A2 (fr) * 2005-05-02 2006-11-08 MEA Meisinger AG Caniveau d'écoulement composé d'éléments de caniveau
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

Cited By (6)

* 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
CN113474511A (zh) * 2019-02-21 2021-10-01 亚科赛福林阿尔曼有限公司 排水系统、单元和方法
RU2801215C2 (ru) * 2019-02-21 2023-08-03 Ако Альманн Се Унд Ко. Кг Блок приема воды для дренажной системы и дренажная система, содержащая такой блок
CN113474511B (zh) * 2019-02-21 2023-09-26 亚科阿尔曼欧洲两合公司 排水系统、单元和方法
US11933034B2 (en) 2019-02-21 2024-03-19 Aco Ahlmann Se & Co. Kg Drainage system, drainage units, and methods
EP3992383A2 (fr) 2020-10-05 2022-05-04 ACO Ahlmann SE & Co. KG Connection pour gouttière d'évacuation d'eau

Also Published As

Publication number Publication date
EP2899324B1 (fr) 2016-08-17
EP2899325A1 (fr) 2015-07-29
EP2899325B1 (fr) 2019-08-21

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