EP1849924A1 - Drain à fente - Google Patents

Drain à fente Download PDF

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Publication number
EP1849924A1
EP1849924A1 EP07007797A EP07007797A EP1849924A1 EP 1849924 A1 EP1849924 A1 EP 1849924A1 EP 07007797 A EP07007797 A EP 07007797A EP 07007797 A EP07007797 A EP 07007797A EP 1849924 A1 EP1849924 A1 EP 1849924A1
Authority
EP
European Patent Office
Prior art keywords
retention
module according
inlet
shell parts
trough module
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
EP07007797A
Other languages
German (de)
English (en)
Other versions
EP1849924B1 (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
Publication of EP1849924A1 publication Critical patent/EP1849924A1/fr
Application granted granted Critical
Publication of EP1849924B1 publication Critical patent/EP1849924B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • 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 invention relates to a retention channel module for constructing a retention channel for underground storage of surface water, wherein the retention channel module is composed of shell parts.
  • a retention channel module is already out of the DE 20 2005 004 634 U1 previously known.
  • a retention channel consists of at least one gutter base and a gutter upper part, wherein an intermediate layer of elevation pieces is possible to increase the capacity.
  • Such a retention channel has openings on the upper side of the channel upper part via which inlet channels can be connected to the channel, which preferably run apart in a funnel shape in the region of the surface. The resulting inlet is overlapped by a rail, which forms a cover grille with release of inlet slots.
  • retention channel modules are preferably used for surface drainage of airports or similar large-scale facilities.
  • the retention channel is essentially a type of intermediate storage in which accumulating surface water is retained and only gradually released to the soil or the sewer system. Through slit-like inlet openings, the surface water enters the retention channel and is discharged via a predetermined drain. Through this cache is strong Rainfalls avoid overloading the sewers, which can otherwise cause flooding of important traffic areas.
  • the invention is therefore an object of the invention to provide a retention channel, which can be produced with a few mutually differing elements and dispenses with bottlenecks on the inlet nozzle.
  • the retention trough module consists of several shell parts, of which at least two shell parts are quarter shells and which together form a tubular body. Although the intended arranged at the top of the trough shell parts abut each other, so that the trough module has the associated stability.
  • the shock is not continuous or even impermeable, but rather carried out only selectively, so that between the shell parts upper side, an inlet slot is released.
  • an inlet slot can accumulate on the surface of accumulating water in the retention channel, with an entry of coarser material is possible, with a blockage of the inlet nozzle is avoided due to the shape of the inlet slot.
  • the said quarter shells complement each other with only one additional half shell to form a complete tube.
  • the shell parts are preferably made of a particularly robust and water-resistant material such as PEHD, but other materials such as galvanized steel or stainless steel are suitable.
  • Retention channels are often used under traffic areas, so that usually a high load on the gutters acts. Therefore, the inlet surfaces of the shell parts, preferably by means of spacer screws, connected to each other, so that a displacement or bending of the gutter parts, in particular the inlet, is avoided.
  • the enema is advantageously an attachment, in particular made of plastic or metal, such as sheet metal, assigned.
  • an attachment in particular made of plastic or metal, such as sheet metal, assigned.
  • the stability of the channel, in particular in the region of the inlet is increased.
  • Such a reinforced channel can be used approximately in the area of traffic areas, which are exposed to increased load, such as heavy goods traffic.
  • an optical termination of the groove is created.
  • this slotted sheet or cover grate is provided with an anchor, by means of which a fixation of the slotted plate or the grating is made possible either with the gutter or with the soil.
  • the shell parts are mutually advantageously connected to a connecting mechanism, such as a tongue and groove joint. Otherwise, the shell parts can be screwed together or connected via a flange. Likewise, connections under several channel modules are possible.
  • At least one shell part stiffening ribs are assigned, which support the outer walls.
  • the shell part construction can optionally be used on individual parts in which a ribbing can be omitted.
  • the shell parts are attachable increase pieces, with the help of which an enlargement of the channel volume and thus an increase in the capacity can be created.
  • FIG. 1 shows a retention trough module 1 of a retention trough, consisting of a half-shell 3, which forms the bottom of said retention trough module 1, and two quarter-shells 2, 2 'which complement the half-shell 3 to form an almost completely tubular body.
  • an inlet slot 5 is released, through which in the installed state of the retention channel module 1 surface water can flow into the retention channel.
  • the inlet slot 5 is hemmed by two inlet surfaces 6, 6 'so that a greater installation depth of the entire arrangement can be achieved.
  • the width of the inlet surfaces 6,6 ' indicates the achievable installation depth.
  • the inlet surfaces 6,6 ' are further connected by means of spacer screws 4, whereby a pressure and tensile strength of the two surfaces is ensured. As a result, a shift and / or deformation of the inlet formed from the inlet surfaces 6,6 'avoided.
  • Fig. 2 shows the retention channel module 1 of FIG. 1, wherein this as an attachment a slotted plate 7 is assigned so that it completely engages over the inlet, at the inlet surfaces 6,6 'fitting. It thus contributes to increasing the stability of the arrangement by additionally supporting the two inlet surfaces 6, 6 'against the forces acting on them.
  • the slotted plate 7 is connected by means of anchors 8 to the ground, so that a displacement of the slot plate 7 from the specified position does not take place over the inlet.
  • the retention channel module 1 are also assigned to the stiffening stiffening ribs 10, whereby a greater load capacity of the outer surfaces is achieved.
  • At the front end of the retention channel of this one end wall 11 is connected, which has a connection piece 12.
  • this connection piece 12 the reproached water in the retention channel is slowly released to the sewer.
  • a retention channel module which is variable in the receiving capacity and the installation depth and at the same time has a large inlet cross-section to prevent clogging.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
  • Prostheses (AREA)
  • External Artificial Organs (AREA)
  • Medicines Containing Material From Animals Or Micro-Organisms (AREA)
EP07007797A 2006-04-24 2007-04-17 Drain à fente Not-in-force EP1849924B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202006006745 2006-04-24
DE202006007527U DE202006007527U1 (de) 2006-04-24 2006-05-11 Retentionsrinnenmodul

Publications (2)

Publication Number Publication Date
EP1849924A1 true EP1849924A1 (fr) 2007-10-31
EP1849924B1 EP1849924B1 (fr) 2009-09-23

Family

ID=37085467

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07007797A Not-in-force EP1849924B1 (fr) 2006-04-24 2007-04-17 Drain à fente

Country Status (3)

Country Link
EP (1) EP1849924B1 (fr)
AT (1) ATE443796T1 (fr)
DE (2) DE202006007527U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2520728A1 (fr) 2011-05-02 2012-11-07 Hauraton GmbH & Co. KG Module encastrable et procédé de montage d'une introduction de lignes d'un dispositif de drainage

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITBO20100028U1 (it) 2010-03-24 2011-09-25 Eur Ex S R L Elemento grigliato di copertura per canalette di drenaggio, avente caratteristiche di modularità e di componibilità.
EP2799634A3 (fr) 2012-06-20 2015-02-11 Hauraton GmbH & Co. KG Rainure à emboîter en plusieurs parties
EP2716826B1 (fr) 2012-10-05 2017-08-30 Hauraton GmbH & Co. KG Rainure en plusieurs parties à emboîter
DE202016007589U1 (de) 2016-12-14 2017-03-01 Volker Naujoks Mehrteiliges Entwässerungssystem

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2388144A (en) * 2002-04-29 2003-11-05 Alumasc Ltd Slot drain for roads, car parks, warehouses etc.
DE202005004634U1 (de) * 2005-03-22 2005-06-09 Hauraton Betonwarenfabrik Gmbh & Co Kg Retentionsrinnenmodul

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2388144A (en) * 2002-04-29 2003-11-05 Alumasc Ltd Slot drain for roads, car parks, warehouses etc.
DE202005004634U1 (de) * 2005-03-22 2005-06-09 Hauraton Betonwarenfabrik Gmbh & Co Kg Retentionsrinnenmodul

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2520728A1 (fr) 2011-05-02 2012-11-07 Hauraton GmbH & Co. KG Module encastrable et procédé de montage d'une introduction de lignes d'un dispositif de drainage

Also Published As

Publication number Publication date
DE202006007527U1 (de) 2006-09-28
ATE443796T1 (de) 2009-10-15
EP1849924B1 (fr) 2009-09-23
DE502007001564D1 (de) 2009-11-05

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