EP2904155B1 - Drainage channel - Google Patents
Drainage channel Download PDFInfo
- Publication number
- EP2904155B1 EP2904155B1 EP13758888.5A EP13758888A EP2904155B1 EP 2904155 B1 EP2904155 B1 EP 2904155B1 EP 13758888 A EP13758888 A EP 13758888A EP 2904155 B1 EP2904155 B1 EP 2904155B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cover
- supports
- drainage
- channel
- drainage body
- 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
Links
- 239000004033 plastic Substances 0.000 claims description 3
- 229920001169 thermoplastic Polymers 0.000 claims description 2
- 239000004416 thermosoftening plastic Substances 0.000 claims description 2
- 229920002994 synthetic fiber Polymers 0.000 claims 1
- 239000000463 material Substances 0.000 description 4
- 230000007774 longterm Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
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
- E03F5/06—Gully gratings
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
-
- 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
Definitions
- the invention relates to a drainage channel, comprising a drainage body which can be installed in a floor and a cover fastened to the drainage body according to the preamble of patent claim 1.
- drainage channels A large number of such drainage channels are known, the drainage body being made of hydraulic concrete or plastic concrete at least when higher loads have to be absorbed. More recently, drainage channels have been offered that have relatively fragile drainage bodies. In any case, however, there is a problem with drainage channels of the type mentioned at the outset in that the stability and long-term strength, in particular in the area between the drainage body and the cover, can only be managed with a large amount of material.
- document DE 38 04 156 A1 discloses a manhole cover which consists of a frame which is firmly inserted into an opening in the road surface and a cover which is inserted therein.
- a drainage channel according to the preamble of claim 1 is known from the DE 70 36 272 U or the DE 24 55 940 A1 known.
- the invention is based on the object of developing a drainage channel of the type mentioned in such a way that high strength against loads to be absorbed and also long-term strength are ensured.
- a drainage channel comprising a drainage body which can be installed in a floor and a cover fastened to the drainage body, the drainage body on its two upper edges in each case having two higher channel supports and two lower channel supports offset inwardly at a distance from a central longitudinal plane and the cover includes correspondingly shaped outer and inner cover pads that are shaped such that all channel pads engage all of the cover pads when loaded.
- the pair of higher channel supports is at a (small) distance from the corresponding cover supports in the unloaded state, which is closed when loaded due to the elasticities present. This enables manufacturing tolerances to be compensated and a reduced bending moment to be ensured when driving over, which enables a leaner design.
- the higher and / or the lower channel supports are arranged in sections of the drainage body that can be relined when installed in the ground. This ensures that a very direct load transfer into the soil can take place.
- the cover preferably has edge-side support bars running in a longitudinal direction of the cover and grid bars extending transversely thereto, the lower edges of the support bars forming the inner cover supports.
- the outer cover supports here preferably comprise a multiplicity of individual supports which are connected to the support rods, projecting outward therefrom. This arrangement creates a stable structure with a reduced amount of material.
- Holding devices are preferably attached to the cover and to the drainage body in such a way that the upper edges are secured against spreading of the drainage body by the cover. This also increases the stability of the overall arrangement.
- the holding devices preferably comprise projections on the channel supports, which come into a holding engagement with counter-elements and / or with the cover supports when the drainage body is spread apart. This arrangement fulfills the aforementioned purpose in a very simple manner.
- the drainage body is preferably designed as a plastic casting, in particular from a thermoplastic, preferably as an injection molding. This saves costs and weight, so that the transport and installation of the drainage body is simplified.
- the embodiment of the drainage channel shown here comprises a drainage body 10 and a cover 20 which can be placed thereon.
- the cover comprises support rods 24, 24 ', which run in the longitudinal direction of the channel and grid rods 25 which lie transversely thereto and which form openings 26 between them.
- These support bars 24, 24 ' stand with their lower edges on the lower channel supports 13, 13' of the drainage body 10.
- channel supports 12, 12 'and 13, 13' are arranged in sections of the drainage body 10 which can be relined when installed in the ground. This results in a direct load transfer to the environment.
- Fig. 3 it is shown that the cover 20 has 27 individual supports 28 on the underside of edge strips, that is to say is not solid, but is supported only over relatively small-area support areas. On the one hand, this saves material.
- the drainage body 10 shown here can - as in the Fig. 4-6 shown - can also be combined with other covers.
- Fig. 4 the embodiment shown again shows is in Fig. 5 a cover shown, which is designed as a sheet metal part.
- a cast grate is combined with the drainage body 10.
- corresponding holding devices are provided which effectively prevent the drainage body from spreading.
- these are again the lower edges of the support rods of the cover 20.
- holding devices 15 'in the form of claws are provided on the cover 20, which come into engagement with corresponding holding devices 16 of the higher channel support 12 of the drainage body 10.
- the holding devices 15, 16 of the drainage body 10 are not designed as continuous strips but as strip sections, as shown in FIG Fig. 7 is shown. This ensures that dirt particles can be washed away better.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Description
Die Erfindung betrifft eine Entwässerungsrinne, umfassend einen in einen Boden einbaubaren Entwässerungskörper und eine auf dem Entwässerungskörper befestigte Abdeckung nach dem Oberbegriff des Patentanspruches 1.The invention relates to a drainage channel, comprising a drainage body which can be installed in a floor and a cover fastened to the drainage body according to the preamble of patent claim 1.
Derartige Entwässerungsrinnen sind in einer großen Vielzahl bekannt, wobei der Entwässerungskörper zumindest dann, wenn höhere Lasten aufzunehmen sind, aus hydraulischem Beton oder Kunststoffbeton gefertigt ist. In jüngerer Zeit werden auch Entwässerungsrinnen angeboten, die relativ fragile Entwässerungskörper aufweisen. In jedem Fall aber besteht bei Entwässerungsrinnen der eingangs genannten Art ein Problem dahingehend, dass die Stabilität und Dauer-Festigkeit insbesondere im Bereich zwischen dem Entwässerungskörper und der Abdeckung nur mit großem Materialaufwand bewältigt werden kann.A large number of such drainage channels are known, the drainage body being made of hydraulic concrete or plastic concrete at least when higher loads have to be absorbed. More recently, drainage channels have been offered that have relatively fragile drainage bodies. In any case, however, there is a problem with drainage channels of the type mentioned at the outset in that the stability and long-term strength, in particular in the area between the drainage body and the cover, can only be managed with a large amount of material.
Dokument
Eine Entwässerungsrinne nach dem Oberbegriff des Anspruchs 1 ist aus der
Der Erfindung liegt die Aufgabe zu Grunde, eine Entwässerungsrinne der eingangs genannten Art dahingehend weiterzubilden, dass eine hohe Festigkeit gegenüber aufzunehmenden Lasten und auch Dauer-Festigkeit sichergestellt wird.The invention is based on the object of developing a drainage channel of the type mentioned in such a way that high strength against loads to be absorbed and also long-term strength are ensured.
Diese Aufgabe wird durch eine Entwässerungsrinne nach Anspruch 1 gelöst.This object is achieved by a drainage channel according to claim 1.
Insbesondere wird diese Aufgabe durch eine Entwässerungsrinne, umfassend einen in einen Boden einbaubaren Entwässerungskörper und eine auf dem Entwässerungskörper befestigte Abdeckung gelöst, wobei der Entwässerungskörper an seinen beiden Oberrändern jeweils zwei höhere Rinnenauflagen und zwei in ihrem Abstand zu einer Mittel-Längsebene nach innen versetzte niedrigere Rinnenauflagen und die Abdeckung korrespondierend geformte äußere und innere Abdeckungsauflagen umfassen, die derart geformt sind, dass alle Rinnenauflagen mit allen Abdeckungsauflagen bei Belastung in Eingriff stehen.In particular, this object is achieved by a drainage channel comprising a drainage body which can be installed in a floor and a cover fastened to the drainage body, the drainage body on its two upper edges in each case having two higher channel supports and two lower channel supports offset inwardly at a distance from a central longitudinal plane and the cover includes correspondingly shaped outer and inner cover pads that are shaped such that all channel pads engage all of the cover pads when loaded.
Dadurch, dass nicht nur - wie bisher üblich - ein einziges Paar von Auflagen zwischen Entwässerungskörper und Abdeckung existiert, wird gewährleistet, dass ohne großen Aufwand eine höhere Belastungsfähigkeit erzielbar ist.The fact that there is not only a single pair of supports between the drainage body and cover, as has been customary up to now, ensures that a higher load capacity can be achieved without great effort.
Weiterhin weist das Paar von höheren Rinnenauflagen zu den korrespondierenden Abdeckungsauflagen im unbelasteten Zustand einen (geringen) Abstand auf, der bei Belastung aufgrund der vorhandenen Elastizitäten geschlossen wird. Dadurch können Fertigungstoleranzen ausgeglichen und ein verringertes Biegemoment beim Überfahren sichergestellt werden, was eine schlankere Bauweise ermöglicht.Furthermore, the pair of higher channel supports is at a (small) distance from the corresponding cover supports in the unloaded state, which is closed when loaded due to the elasticities present. This enables manufacturing tolerances to be compensated and a reduced bending moment to be ensured when driving over, which enables a leaner design.
Die höheren und/oder die niedrigeren Rinnenauflagen sind in Abschnitten des Entwässerungskörpers angeordnet, die bei einem Einbau in den Boden unterfütterbar sind. Dadurch wird gewährleistet, dass eine sehr direkte Lastabtragung in den Boden stattfinden kann.The higher and / or the lower channel supports are arranged in sections of the drainage body that can be relined when installed in the ground. This ensures that a very direct load transfer into the soil can take place.
Vorzugsweise weist die Abdeckung randseitige, in einer Längsrichtung der Abdeckung verlaufende Stützstäbe und quer dazu verlaufende Gitterstäbe auf, wobei die Unterränder der Stützstäbe die inneren Abdeckungsauflagen bilden. Eine derartige Konstruktion ist sehr einfach und gleichzeitig dennoch stabil. Die äußeren Abdeckungsauflagen umfassen hierbei vorzugsweise eine Vielzahl von Einzelstützen, die mit den Stützstäben, von diesen nach außen hervorstehend verbunden sind. Durch diese Anordnung entsteht ein stabiles Gebilde mit einem verringerten Aufwand an Material.The cover preferably has edge-side support bars running in a longitudinal direction of the cover and grid bars extending transversely thereto, the lower edges of the support bars forming the inner cover supports. Such a construction is very simple and yet stable at the same time. The outer cover supports here preferably comprise a multiplicity of individual supports which are connected to the support rods, projecting outward therefrom. This arrangement creates a stable structure with a reduced amount of material.
Vorzugsweise sind Halteeinrichtungen derart an der Abdeckung und am Entwässerungskörper angebracht, dass die Oberränder gegenüber einem Aufspreizen des Entwässerungskörpers durch die Abdeckung gesichert sind. Auch dies erhöht die Stabilität der Gesamtanordnung. Die Halteeinrichtungen umfassen vorzugsweise Vorsprünge an den Rinnenauflagen, die mit Gegenelementen und/oder mit den Abdeckungsauflagen bei einem Aufspreizen des Entwässerungskörpers in einen Halteeingriff gelangen. Diese Anordnung erfüllt den vorgenannten Zweck in sehr einfacher Weise.Holding devices are preferably attached to the cover and to the drainage body in such a way that the upper edges are secured against spreading of the drainage body by the cover. This also increases the stability of the overall arrangement. The holding devices preferably comprise projections on the channel supports, which come into a holding engagement with counter-elements and / or with the cover supports when the drainage body is spread apart. This arrangement fulfills the aforementioned purpose in a very simple manner.
Der Entwässerungskörper ist vorzugsweise als Kunststoff-Gussteil, insbesondere aus einem thermoplastischen Kunststoff, vorzugsweise als Spritzgussteil ausgebildet. Dadurch können Kosten und Gewicht gespart werden, so dass der Transport und der Einbau des Entwässerungskörpers vereinfacht wird.The drainage body is preferably designed as a plastic casting, in particular from a thermoplastic, preferably as an injection molding. This saves costs and weight, so that the transport and installation of the drainage body is simplified.
Nachfolgend werden bevorzugte Ausführungsformen der Erfindung anhand von Abbildungen näher erläutert. Hierbei zeigen
- Fig. 1
- eine Stirnansicht einer Ausführungsform der Entwässerungsrinne,
- Fig. 2
- eine Teil-perspektivische Ansicht der Rinne nach
Fig. 1 , - Fig. 3
- eine Teil-perspektivische Ansicht von schräg unten auf die Abdeckung gemäß den
Fig. 1 und 2 , - Fig. 4
- eine Teil-Stirnansicht auf die Entwässerungsrinne nach
Fig. 1 , - Fig. 5
- eine Ansicht ähnlich der nach
Fig. 4 , jedoch mit einer aus Blech geformten Abdeckung, - Fig. 6
- eine Ansicht entsprechend der nach den
Fig. 4 und 5 , jedoch mit einer Abdeckung aus Gusseisen und - Fig. 7
- eine Teil-perspektivische Ansicht eines Entwässerungskörpers nach den
Fig. 1-6 .
- Fig. 1
- 2 shows an end view of an embodiment of the drainage channel,
- Fig. 2
- a partial perspective view of the gutter after
Fig. 1 . - Fig. 3
- a partial perspective view obliquely from below on the cover according to the
1 and 2 . - Fig. 4
- a partial front view of the drainage channel after
Fig. 1 . - Fig. 5
- a view similar to that of
Fig. 4 but with a sheet metal cover, - Fig. 6
- a view corresponding to that of the
4 and 5 , but with a cast iron cover and - Fig. 7
- a partial perspective view of a drainage body according to the
Fig. 1-6 ,
In der nachfolgenden Beschreibung werden für gleiche und gleich wirkende Teile dieselben Bezugsziffern verwendet.In the following description, the same reference numbers are used for the same and equivalent parts.
Wie in den
An Oberrändern 11, 11' des Entwässerungskörpers 10 sind zum einen höhere Rinnenauflagen 12, 12' und nach innen versetzte, niedrigere Rinnenauflagen 13, 13' vorgesehen, denen äußere Abdeckungsauflagen 22, 22' und innere Abdeckungsauflagen 23, 23' der Abdeckung 20 entsprechen.On the
Bei dem hier gezeigten Ausführungsbeispiel umfasst die Abdeckung Stützstäbe 24, 24', die in Längsrichtung der Rinne verlaufen und quer zu diesen liegende Gitterstäbe 25, welche zwischen einander Öffnungen 26 bilden. Diese Stützstäbe 24, 24' stehen mit ihren Unterrändern auf den niedrigeren Rinnenauflagen 13, 13' des Entwässerungskörpers 10 auf. Diese niedrigeren Rinnenauflagen 13, 13' weisen als Vorsprünge ausgebildete Halteeinrichtungen 15 auf, die dann mit den Unterrändern der Stützstäbe 24, 24' in Eingriff gelangen können, wenn der Entwässerungskörper aufgrund von hohen Belastungen aufgespreizt wird, die Oberränder 11, 11' also voneinander fortstreben. Dadurch wird ein Aufspreizen verhindert.In the exemplary embodiment shown here, the cover comprises
Weiterhin ist aus den Abbildungen ersichtlich, dass die Rinnenauflagen 12, 12' und 13, 13' in Abschnitten des Entwässerungskörpers 10 angeordnet sind, die beim Einbau in den Boden unterfüttert werden können. Dadurch erfolgt eine direkte Lastabtragung in die Umgebung.Furthermore, it can be seen from the figures that the channel supports 12, 12 'and 13, 13' are arranged in sections of the
In
Zwischen den höheren Rinnenauflagen 12, 12' und den entsprechenden äußeren Abdeckungsauflagen 22, 22' ist ein geringfügiger Spalt vorgesehen, über den Fertigungstoleranzen ausgeglichen werden können. Bei Belastung verformt sich das Material so, dass der Spalt sich schließt.A slight gap is provided between the higher channel supports 12, 12 'and the corresponding outer cover supports 22, 22', through which manufacturing tolerances can be compensated. When loaded, the material deforms so that the gap closes.
Der hier gezeigte Entwässerungskörper 10 kann - wie in den
An dieser Stelle sei noch bemerkt, dass die Halteeinrichtungen 15, 16 des Entwässerungskörpers 10 nicht als kontinuierliche Leisten sondern als Leistenabschnitte ausgebildet sind, wie dies in
- 1010
- Entwässerungskörperdrainage body
- 11, 11'11, 11 '
- Oberrandupper edge
- 12, 12'12, 12 '
- Höhere RinnenauflageHigher channel support
- 13, 13'13, 13 '
- Niedrigere RinnenauflageLower channel support
- 14, 14'14, 14 '
- UnterfütterungsabschnittRelining Section
- 1515
- Halteeinrichtungholder
- 1616
- Halteeinrichtungholder
- 2020
- Abdeckungcover
- 22, 22'22, 22 '
- Äußere AbdeckungsauflageOuter cover pad
- 23, 23'23, 23 '
- Innere AbdeckungsauflageInner cover pad
- 24, 24'24, 24 '
- Stützstabsupporting rod
- 2525
- GitterstabGitterstab
- 2626
- Öffnungopening
- 27, 27'27, 27 '
- Randleistesidebar
- 2828
- Einzelstützesingle prop
- MM
- Mittel-LängsebeneCentral longitudinal plane
Claims (7)
- A drainage channel, comprising
a drainage body (10), which can be built into a ground, and a cover (20), which can be attached onto the drainage body (10), wherein the drainage body (10) comprises, on each of the upper edges (11, 11'), a higher channel support (12, 12'), and a lower channel support (13, 13') offset inwards in terms of the distance thereof to a central longitudinal plane (M), and the cover (20) comprises correspondingly formed outer cover supports (22, 22') and inner cover supports (23, 23'), which are formed such that all of the channel supports (12 - 13') are in engagement with all of the cover supports (22 - 23') when being loaded,
characterized in that,
in an unloaded and mounted state, the higher channel supports (12 - 12') have a spacing from the corresponding outer cover supports (22 - 22'), with said spacing being closed upon loading due to existing elasticities. - The drainage channel according to claim 1,
characterized in that
the higher (12, 12') and/or the lower (13, 13') channel supports are disposed in sections (14, 14') of the drainage body (10), which can be shimmed when being installed into the ground. - The drainage channel according to any one of the preceding claims,
characterized in that,
at the edge side, the cover (20) has support rods (24, 24') extending in a longitudinal direction of the cover (20) and stanchions (25) extending transversely therethrough, and the lower edges of the support rods (24, 24') form the inner cover supports (23, 23'). - The drainage channel according to any one of the preceding claims, in particular according to claim 3,
characterized in that
the outer cover supports (22, 22') comprise a plurality of single supports (28) connected to the support rods (24, 24') while protruding outwards therefrom. - The drainage channel according to any one of the preceding claims,
characterized by
holding devices (15, 16), which are assembled to the cover (20) and the drainage body (10) such that the upper edges (11, 11') are secured by the cover (20) against the drainage body (10) being spread apart. - The drainage channel according to any one of the preceding claims,
in particular according to claim 5,
characterized in that,
at the channel supports (12 - 13'), the holding devices (15, 16) comprise protrusions getting into holding engagement with counterparts (15') and/or the cover supports (22- 23') when the drainage body (10) is being spread apart. - The drainage channel according to any one of the preceding claims,
characterized in that
the drainage body (10) is formed as a plastic cast part, in particular of a thermoplastic synthetic material, preferably as an injection-molded part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL13758888T PL2904155T3 (en) | 2012-09-10 | 2013-09-06 | Drainage channel |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102012108397.5A DE102012108397A1 (en) | 2012-09-10 | 2012-09-10 | drainage channel |
PCT/EP2013/068461 WO2014037497A1 (en) | 2012-09-10 | 2013-09-06 | Drainage channel |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2904155A1 EP2904155A1 (en) | 2015-08-12 |
EP2904155B1 true EP2904155B1 (en) | 2020-01-15 |
Family
ID=49117865
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13758888.5A Active EP2904155B1 (en) | 2012-09-10 | 2013-09-06 | Drainage channel |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2904155B1 (en) |
DE (1) | DE102012108397A1 (en) |
PL (1) | PL2904155T3 (en) |
WO (1) | WO2014037497A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104790505A (en) * | 2015-04-30 | 2015-07-22 | 河南省公路工程局集团有限公司 | Combined type environment-friendly temporary water draining device and mounting construction method thereof |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7036272U (en) * | 1970-10-01 | 1971-08-19 | Ahlmann Aco Severin | DRAINAGE GUTTER UNIT FOR DRAINING SURFACE WATER FROM WALKING AREAS OR DRIVING AREAS. |
DE2455940A1 (en) * | 1974-11-27 | 1976-08-12 | Arplast Gmbh Kunststoff | Cover for shafts, trenches and service platforms - has grating type sections with reinforcement profiles and walkway anti-slip covering mats |
CH623395A5 (en) * | 1978-01-06 | 1981-05-29 | Matec Holding | Grating |
DE8520189U1 (en) * | 1985-07-12 | 1985-09-19 | ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg | Drainage channel |
DE3804156A1 (en) * | 1988-02-08 | 1989-08-17 | Kaiserslautern Guss Armatur | Cover, in particular for manholes arranged in streets, roadways or the like |
DE20206949U1 (en) * | 2002-05-02 | 2002-08-08 | Finger Baustoffe Gmbh | Concrete shaft body |
DE20307802U1 (en) * | 2003-05-20 | 2003-09-25 | Hauraton Betonwaren | Plastic gutter |
DE202007000757U1 (en) * | 2007-01-12 | 2007-03-15 | ANRIN Anröchter Rinne GmbH | Cover arrangement for drainage device has connecting element and/or cover with latching arrangement for making shape-locking connection between connecting element and cover |
DE102010017424A1 (en) * | 2010-06-17 | 2011-12-22 | Aco Severin Ahlmann Gmbh & Co. Kg | Device for locking a cover |
-
2012
- 2012-09-10 DE DE102012108397.5A patent/DE102012108397A1/en active Pending
-
2013
- 2013-09-06 PL PL13758888T patent/PL2904155T3/en unknown
- 2013-09-06 WO PCT/EP2013/068461 patent/WO2014037497A1/en active Application Filing
- 2013-09-06 EP EP13758888.5A patent/EP2904155B1/en active Active
Non-Patent Citations (1)
Title |
---|
None * |
Also Published As
Publication number | Publication date |
---|---|
PL2904155T3 (en) | 2020-06-29 |
DE102012108397A1 (en) | 2014-03-13 |
EP2904155A1 (en) | 2015-08-12 |
WO2014037497A1 (en) | 2014-03-13 |
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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 |
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17P | Request for examination filed |
Effective date: 20150331 |
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