[go: up one dir, main page]

EP1849924B1 - Slot drain - Google Patents

Slot drain Download PDF

Info

Publication number
EP1849924B1
EP1849924B1 EP07007797A EP07007797A EP1849924B1 EP 1849924 B1 EP1849924 B1 EP 1849924B1 EP 07007797 A EP07007797 A EP 07007797A EP 07007797 A EP07007797 A EP 07007797A EP 1849924 B1 EP1849924 B1 EP 1849924B1
Authority
EP
European Patent Office
Prior art keywords
retention channel
channel module
module according
inlet
shell parts
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.)
Not-in-force
Application number
EP07007797A
Other languages
German (de)
French (fr)
Other versions
EP1849924A1 (en
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/en
Application granted granted Critical
Publication of EP1849924B1 publication Critical patent/EP1849924B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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.
  • Out GB 2 388 144-A is a gutter module is known which consists of two shell parts.
  • 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 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 channel module 1 a retention channel, consisting of a half-shell 3, which forms the bottom of said retention channel module 1 and two quarter shells 2,2 ', which complement the half-shell 3 to a nearly 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 Fig. 1 , this one 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)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Health & Medical Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Medicines Containing Material From Animals Or Micro-Organisms (AREA)
  • Prostheses (AREA)
  • External Artificial Organs (AREA)

Abstract

The module (1) has shell parts that include two quarter shells (2,2`), and one half shell, where the quarter shells adjoin one another in an area of a crown line (5) of a groove wall in such a manner that an inlet groove is formed along the crown line. The inlet groove is bounded by two inlet surfaces, which extend away from edges of quarter shells approximately parallel to the outside of the groove.

Description

Die vorliegende Erfindung betrifft ein Retentionsrinnenmodul zur Konstruktion einer Retentionsrinne für eine unterirdische Speicherung von Oberflächenwasser, wobei das Retentionsrinnenmodul aus Schalenteilen zusammengesetzt ist.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.

Ein solches Retentionsrinnenmodul ist bereits aus der DE 20 2005 004 634 U1 vorbekannt. Dort ist insbesondere beschrieben, dass eine Retentionsrinne aus wenigstens einem Rinnenunterteil und einem Rinnenoberteil besteht, wobei zur Vergrößerung der Aufnahmekapazität eine Zwischenlage von Erhöhungsstücken möglich ist. Eine solche Retentionsrinne weist an der Oberseite des Rinnenoberteils Öffnungen auf, über welche der Rinne Einlaufstutzen anverbunden werden können, welche vorzugsweise im Bereich der Oberfläche trichterförmig auseinander laufen. Der so entstehende Einlauf ist von einer Schiene übergriffen, welche unter Freigabe von Einlaufschlitzen einen Abdeckrost bildet. Durch diese Ausführung wird erreicht, dass sowohl die Einbautiefe der Rinne aufgrund der einschiebbaren Einlaufstutzen, als auch die Rinnenkapazität aufgrund der Erhöhungsstücke variabel gehalten ist.Such a retention channel module is already out of the DE 20 2005 004 634 U1 previously known. There is described in particular that 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. By this embodiment it is achieved that both the installation depth of the channel due to the retractable inlet nozzle, and the channel capacity is kept variable due to the elevation pieces.

Aus GB 2 388 144-A ist ein Rinnenmodul bekannt, das aus zwei Schalenteilen besteht.Out GB 2 388 144-A is a gutter module is known which consists of two shell parts.

Allgemein werden solche Retentionsrinnenmodule bevorzugt zur Oberflächenentwässerung von Flughäfen oder ähnlich großflächigen Anlagen eingesetzt. Die Retentionsrinne ist im Wesentlichen eine Art Zwischenspeicher, in dem anfallendes Oberflächenwasser zurückgehalten wird und erst nach und nach an das Erdreich oder die Kanalisation abgegeben wird. Über schlitzähnliche Einlauföffnungen gelangt das Oberflächenwasser in die Retentionsrinne und wird über einen vorgegebenen Ablauf abgeleitet. Durch diesen Zwischenspeicher wird bei starken Regenfällen eine Überlastung der Kanalisation vermieden, was ansonsten zu Überschwemmungen von wichtigen Verkehrsflächen führen kann.In general, such 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.

Bekannte Retentionsrinnen sind an einem Stück gegossen und dadurch nicht variabel. Die in der DE 20 2005 004 634 U1 beschriebene Retentionsrinne überwindet diesen Nachteil dadurch, dass sie aus mehreren Schalenteilen zusammengesetzt ist.Known retention channels are cast in one piece and thus not variable. The in the DE 20 2005 004 634 U1 described retention channel overcomes this disadvantage in that it is composed of several shell parts.

Jedoch wohnt dieser Konstruktion der Nachteil inne, dass es mit der variablen Ausgestaltung einhergeht, dass die Einlaufstutzen eine Engstelle verkörpern, in welcher sich Schmutz, Laub oder ähnliches festsetzen kann. Diese werden über die Trichter eingespült und können sich in den Stutzen festsetzen, was die Funktionalität der Rinne maßgeblich einschränken kann.However, this construction resides in the disadvantage that it is associated with the variable design that the inlet nozzle embody a bottleneck in which dirt, leaves or the like can set. These are flushed in through the funnels and can settle in the nozzle, which can significantly restrict the functionality of the channel.

Der Erfindung liegt daher die Aufgabe zugrunde, eine Retentionsrinne zu schaffen, welche mit wenigen sich voneinander unterscheidenden Elementen herstellbar ist und auf Engstellen an den Einlaufstutzen verzichtet.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.

Gelöst wird diese Aufgabe mittels einer Retentionsrinne gemäß den Merkmalen des Hauptanspruchs. Weitere vorteilhafte Ausgestaltungen können den Unteransprüchen entnommen werden.This object is achieved by means of a retention channel according to the features of the main claim. Further advantageous embodiments can be taken from the subclaims.

Erfindungsgemäß besteht das Retentionsrinnenmodul aus mehreren Schalenteilen, wovon wenigstens zwei Schalenteile Viertelschalen sind und welche gemeinsam einen röhrenförmigen Körper bilden. Die bestimmungsgemäß an der Oberseite der Rinne angeordneten Schalenteile stoßen zwar aneinander, so dass das Rinnenmodul die damit einhergehende Stabilität aufweist.According to the invention, 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.

Jedoch ist der Stoß nicht durchgehend oder gar undurchlässig, sondern vielmehr lediglich punktuell ausgeführt, so dass zwischen den Schalenteilen oberseitig ein Einlaufschlitz freigegeben ist. Durch diesen Einlaufschlitz kann sich an der Oberfläche ansammelndes Wasser in die Retentionsrinne einlaufen, wobei ein Eintrag von gröberem Material möglich ist, wobei aufgrund der Formgebung des Einlaufschlitzes eine Verstopfung des Einlaufstutzens vermieden ist.However, 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. Through this 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.

Mit Vorteil ergänzen sich die genannten Viertelschalen mit lediglich einer zusätzlichen Halbschale zu einer vollständigen Röhre.Advantageously, the said quarter shells complement each other with only one additional half shell to form a complete tube.

Die Schalenteile sind vorzugsweise aus einem besonders robusten und wasserbeständigen Material wie PEHD hergestellt, aber auch andere Materialien wie verzinkter Stahl oder rostfreier Edelstahl sind geeignet.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.

In sinnvoller Weiterentwicklung ist der Einlaufschlitz von zwei Einlaufflächen begrenzt, welche weitgehend parallel zueinander verlaufen und einen Einlaufkanal in die Rinne beschreiben. Dadurch erübrigt sich die Verwendung zusätzlicher Einlaufstutzen.In a meaningful further development of the inlet slot of two inlet surfaces is limited, which are largely parallel to each other and describe an inlet channel into the channel. This eliminates the need for additional inlet nozzle.

Retentionsrinnen werden häufig unter Verkehrsflächen eingesetzt, so dass üblicherweise eine hohe Belastung auf die Rinnen einwirkt. Daher werden die Einlaufflächen der Schalenteile, vorzugsweise mithilfe von Distanzschrauben, miteinander verbunden, so dass eine Verschiebung oder Verbiegung der Rinnenteile, insbesondere des Einlaufs, vermieden ist.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.

Um an der Oberfläche kein Hindernis und keine Verletzungsgefahr darzustellen, ist dem Einlauf mit Vorteil ein Aufsatz, insbesondere aus Kunststoff oder Metall, etwa aus Blech, zugeordnet. Hierdurch wird die Stabilität der Rinne, insbesondere im Bereich des Einlaufs erhöht. Eine derart verstärkte Rinne kann etwa im Bereich von Verkehrsflächen eingesetzt werden, die einer erhöhten Belastung, wie dem Schwerlastverkehr, ausgesetzt sind. Zudem wird ein optischer Abschluss der Rinne geschaffen.In order to present no obstacle and no risk of injury on the surface, the enema is advantageously an attachment, in particular made of plastic or metal, such as sheet metal, assigned. As a result, 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. In addition, an optical termination of the groove is created.

Mit Vorteil ist dieses Schlitzblech bzw. der Abdeckrost mit einem Anker versehen, mithilfe dessen eine Fixierung des Schlitzblechs bzw. des Abdeckrostes entweder mit der Rinne oder mit dem Erdreich ermöglicht ist.Advantageously, 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.

Die Schalenteile sind untereinander mit Vorteil mit einem Verbindungsmechanismus verbunden, etwa mit einer Nut- und Federverbindung. Anderenfalls können die Schalenteile miteinander verschraubt werden oder über einen Flansch verbunden werden. Ebenso sind auch Verbindungen unter mehreren Rinnenmodulen möglich.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.

Zur Verbesserung der Formtreue der Rinne ist es überaus vorteilhaft, wenn zumindest einem Schalenteil Versteifungsrippen zugeordnet sind, welche die Außenwände stützen. Durch die Schalenteil-Konstruktion kann gegebenenfalls auch auf einzelne Teile zurückgegriffen werden, bei denen eine Verrippung entfallen kann.To improve the dimensional accuracy of the channel, it is extremely advantageous if at least one shell part stiffening ribs are assigned, which support the outer walls. Through the shell part construction can optionally be used on individual parts in which a ribbing can be omitted.

Mit besonderem Vorteil sind den Schalenteilen Erhöhungsstücke anfügbar, mithilfe deren eine Vergrößerung des Rinnenvolumens und somit eine Aufstockung der Kapazität geschaffen werden kann.With particular advantage, 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.

Die vorstehend beschriebene Erfindung wird im Folgenden anhand eines in der Zeichnung dargestellten Ausführungsbeispiels näher erläutert.The invention described above is explained in more detail below with reference to an embodiment shown in the drawing.

Es zeigen

Fig. 1
ein Retentionsrinnenmodul bestehend aus einer Halbschale und zwei Viertelschalen in einer perspektivischen Ansicht, sowie
Fig. 2
das Retentionsrinnenmodul aus Fig. 1 mit einem Schlitzblech, ebenfalls in einer perspektivischen Ansicht.
Show it
Fig. 1
a retention channel module consisting of a half-shell and two quarter-shells in a perspective view, as well
Fig. 2
the retention channel module off Fig. 1 with a slotted sheet, also in a perspective view.

Fig. 1 zeigt ein Retentionsrinnenmodul 1 einer Retentionsrinne, bestehend aus einer Halbschale 3, welche den Boden des besagten Retentionsrinnenmoduls 1 bildet sowie zwei Viertelschalen 2,2', welche die Halbschale 3 zu einem nahezu vollständig röhrenförmigen Körper ergänzen. Zwischen den beiden Viertelschalen 2,2' ist ein Einlaufschlitz 5 freigegeben, über welchen im eingebauten Zustand des Retentionsrinnenmoduls 1 Oberflächenwasser in die Retentionsrinne einfließen kann. Der Einlaufschlitz 5 ist von zwei Einlaufflächen 6,6' eingesäumt, so dass eine größere Einbautiefe der gesamten Anordnung erzielt werden kann. Die Breite der Einlaufflächen 6,6' gibt dabei die erzielbare Einbautiefe vor. Die Einlaufflächen 6,6' sind ferner mithilfe von Distanzschrauben 4 miteinander verbunden, wodurch eine druck- und zugfeste Verbindung der beiden Flächen gewährleistet ist. Hierdurch ist eine Verschiebung und/oder Verformung des aus den Einlaufflächen 6,6' gebildeten Einlaufs vermieden. Fig. 1 shows a retention channel module 1 a retention channel, consisting of a half-shell 3, which forms the bottom of said retention channel module 1 and two quarter shells 2,2 ', which complement the half-shell 3 to a nearly completely tubular body. Between the two quarter shells 2,2 'is 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 zeigt das Retentionsrinnenmodul 1 aus Fig. 1, wobei diesem ein als Aufsatz ein Schlitzblech 7 so zugeordnet ist, dass es den Einlauf, an den Einlaufflächen 6,6' anliegend, vollständig übergreift. Es trägt damit zur Erhöhung der Stabilität der Anordnung bei, indem es die beiden Einlaufflächen 6,6' zusätzlich gegen die einwirkenden Kräfte abstützt. Das Schlitzblech 7 ist mithilfe von Ankern 8 mit dem Erdreich verbindbar, so dass auch eine Verschiebung des Schlitzblechs 7 aus der festgelegten Position über dem Einlauf nicht erfolgt. Fig. 2 shows the retention channel module 1 Fig. 1 , this one 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.

Dem Retentionsrinnenmodul 1 sind ferner zur Versteifung Versteifungsrippen 10 zugeordnet, wodurch eine größere Belastbarkeit der Außenflächen erzielt wird. Am stirnseitigen Abschluss der Retentionsrinne ist dieser eine Stirnwand 11 anverbunden, welche einen Anschlussstutzen 12 aufweist. Über diesen Anschlussstutzen 12 wird das in der Retentionsrinne vorgehaltene Wasser langsam an die Kanalisation abgegeben.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. About this connection piece 12, the reproached water in the retention channel is slowly released to the sewer.

Vorstehend ist somit ein Retentionsrinnenmodul beschrieben, welches in der Aufnahmekapazität und der Einbautiefe variabel ist und gleichzeitig einen große Einlaufquerschnitt zur Vermeidung von Verstopfungen aufweist.In the foregoing, therefore, a retention channel module is described, 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.

B E Z U G S Z E I C H E N L I S T EE N G L I S H E S T E

11
RentionsrinnenmodulRentionsrinnenmodul
2, 2'2, 2 '
Viertelschalenquarter-shells
33
Halbschalehalf shell
44
Distanzscheibespacer
55
Einlaufschlitzinlet slot
6, 6'6, 6 '
Einlaufflächenleading faces
77
Schlitzblechslotted plate
88th
Einlauföffnunginlet opening
99
Ankeranchor
1010
Versteifungsrippenstiffening ribs
1111
Stirnwandbulkhead
1212
Anschlussstutzenspigot

Claims (9)

  1. A retention channel module for the construction of a retention channel for a subterranean store of surface water, the retention channel module (1) being composed of shell parts (2, 2', 3),
    characterized in that the shell parts comprise at least two quarter shells (2, 2'), the quarter shells (2, 2') abutting one another in the area of an apex line of the channel wall in such a way that an inlet slot (5) is formed along the apex line.
  2. The retention channel module according to Claim 1, characterized in that the shell parts comprise two quarter shells (2, 2') and one half shell (3).
  3. The retention channel module according to one of Claims 1 or 2, characterized in that the inlet slot (5) is delimited by two inlet faces (6, 6'), which extend at least approximately parallel into the channel exterior from the edges of the quarter shells (2, 2').
  4. The retention channel module according to Claim 3, characterized in that the two inlet faces (6, 6') are connected to one another, preferably screwed together with the aid of spacer screws, in such a way that their relative position is defined in a pressure and tension resistant manner.
  5. The retention channel module according to one of the preceding claims, characterized in that an attachment made of plastic or metal, in particular a slotted plate (7), is associated with the inlet slot (5) in such a way that the inlet slot (5) is at least extensively overlapped thereby.
  6. The retention channel module according to Claim 5, characterized in that at least one anchor (9) is associated with the attachment (7) in such a way that anchoring on the channel module (1) and/or in the ground is made possible.
  7. The retention channel module according to one of the preceding claims, characterized in that the shell parts (2, 2', 3) are connectable to one another, preferably detachably, using a tongue-and-groove connection, a flange, and/or a screw connection.
  8. The retention channel module according to one of the preceding claims, characterized in that at least one of the shell parts (2, 2', 3) has stiffening ribs (10) for stiffening the channel body.
  9. The retention channel module according to one of the preceding claims, characterized in that elevation parts are insertable between the shell parts (2, 2', 3).
EP07007797A 2006-04-24 2007-04-17 Slot drain Not-in-force EP1849924B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202006006745 2006-04-24
DE202006007527U DE202006007527U1 (en) 2006-04-24 2006-05-11 Retention groove module for under ground storage of surface water, has shell parts that include two quarter shells, which adjoin one another in area of crown line of groove wall in such a manner that inlet groove is formed along crown line

Publications (2)

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

Family

ID=37085467

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07007797A Not-in-force EP1849924B1 (en) 2006-04-24 2007-04-17 Slot drain

Country Status (3)

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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2677089A1 (en) 2012-06-20 2013-12-25 Hauraton GmbH & Co. KG Multi-part gutter
EP2716826A1 (en) 2012-10-05 2014-04-09 Hauraton GmbH & Co. KG Stackable multi-part gutter
DE202016007589U1 (en) 2016-12-14 2017-03-01 Volker Naujoks Multi-part drainage system

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITBO20100028U1 (en) 2010-03-24 2011-09-25 Eur Ex S R L GRILLED COVERING ELEMENT FOR DRAINAGE CHANNELS, WITH MODULARITY AND COMPONIBILITY CHARACTERISTICS.
EP2520728A1 (en) 2011-05-02 2012-11-07 Hauraton GmbH & Co. KG Inlet module and method for forming a line run of a drainage device
FR3148797A1 (en) * 2023-05-16 2024-11-22 Amd Pipeline for collecting and transporting water out of an area

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0209755D0 (en) * 2002-04-29 2002-06-05 Alumasc Construction Products Slot drain
DE202005004634U1 (en) * 2005-03-22 2005-06-09 Hauraton Betonwarenfabrik Gmbh & Co Kg Retention channel module

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2677089A1 (en) 2012-06-20 2013-12-25 Hauraton GmbH & Co. KG Multi-part gutter
EP2799634A2 (en) 2012-06-20 2014-11-05 Hauraton GmbH & Co. KG Multi-section plug-in gutter
EP2716826A1 (en) 2012-10-05 2014-04-09 Hauraton GmbH & Co. KG Stackable multi-part gutter
DE202016007589U1 (en) 2016-12-14 2017-03-01 Volker Naujoks Multi-part drainage system

Also Published As

Publication number Publication date
DE202006007527U1 (en) 2006-09-28
EP1849924A1 (en) 2007-10-31
ATE443796T1 (en) 2009-10-15
DE502007001564D1 (en) 2009-11-05

Similar Documents

Publication Publication Date Title
EP1849924B1 (en) Slot drain
DE202014101152U1 (en) Drainage channel element
EP1705298A2 (en) Retention gutter module
CH492839A (en) Set of parts to form a soil and surface drainage system
EP1479838B1 (en) Plastic drainage channel
EP2520728A1 (en) Inlet module and method for forming a line run of a drainage device
DE69805111T2 (en) Pipe or line for installing a cable for earthworks
DE102019001178A1 (en) sun protection
DE29802829U1 (en) Overflow channel for swimming pools
DE7330840U (en) Protection channel or protective pipe for surface drainage
DE102004014152A1 (en) Surface water removal device, e.g. for roads or squares, has thrust block attached or applied to channel body so off-center loading of cover with torque about longitudinal axis of device can be taken up by thrust block
DE4141096C2 (en) Flat roof drainage
DE2837042B2 (en) Device for generating a helical movement of the sewage in a downpipe
DE10101732A1 (en) Track drainage system, esp. for grooved rails has separate handling of the drainage channels and an adapter element for double insertion of the channels
DE8334717U1 (en) SLOT GUTTER FOR GROUND DRAINAGE
DE202011104877U1 (en) Drainage gutter system
DE2703583A1 (en) Drain built flush into road or runway surface - has U=section gutter piece and cover plate joined together by adhesive layers or anchors
DE202017106779U1 (en) Drainage and / or drainage system
DE2815301C2 (en) Lining of sewage collecting pipes
DE3416425C1 (en) Discharge pipe bend for connection of a rainwater downpipe on a drainage pipe or the like
DE202021102026U1 (en) drainage channel
DE202021106521U1 (en) Mobile flood protection system
AT507581B1 (en) DEVICE FOR DRAINING WATER FROM STREETS
DE2203160B2 (en) Front wall for a passage of a watercourse
DE3803253A1 (en) Thin-walled header pipes, in particular of plastic, for landfill sites

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

17P Request for examination filed

Effective date: 20070928

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 502007001564

Country of ref document: DE

Date of ref document: 20091105

Kind code of ref document: P

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20090923

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100125

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100123

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100103

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20100624

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091224

BERE Be: lapsed

Owner name: HAURATON G.M.B.H. & CO. KG

Effective date: 20100430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100430

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110430

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110430

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20120511

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100417

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100324

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090923

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20131231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130430

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20160422

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20160420

Year of fee payment: 10

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 443796

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170417

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20170417

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170417

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170417

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20190418

Year of fee payment: 13

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502007001564

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20201103