EP2540921B1 - Mobile drainage device - Google Patents
Mobile drainage device Download PDFInfo
- Publication number
- EP2540921B1 EP2540921B1 EP12172409.0A EP12172409A EP2540921B1 EP 2540921 B1 EP2540921 B1 EP 2540921B1 EP 12172409 A EP12172409 A EP 12172409A EP 2540921 B1 EP2540921 B1 EP 2540921B1
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- European Patent Office
- Prior art keywords
- profile
- longitudinal walls
- longitudinal
- wall
- channel profile
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- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 239000007788 liquid Substances 0.000 description 7
- 239000000758 substrate Substances 0.000 description 3
- 230000007704 transition Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000013590 bulk material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000004382 potting Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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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
Definitions
- the invention relates to a drivable drainage device with a steel, two longitudinal walls and the longitudinal walls connecting Rinneriboden forming gutter profile and a cover grate, which is supported load-bearing over its longitudinal edges on re-entrant shoulders between the longitudinal walls of the gutter profile.
- Passable Erit rempliss mecanicsvoriquesen as they are used in particular for parking decks, have a steely gutter profile, the longitudinal walls forming recessed shoulders to support a cover grate, so that the ballast of this grating is removed via the re-entrant shoulders on the gutter profile and the gutter profile on the gutter profile receiving surface ,
- a disadvantage of these known gutter profiles is especially through the shoulder training comparatively complex profile shape, which brings due to the transverse to the load bends strength loss in terms of load transfer with it.
- This drainage channels in the form of a rectangular cross-section tube with through holes on the upper peripheral wall in a simple way a flow can be provided is also from the generic EP 1 435 416 A1 known to weld to the end of the rectangular tube a cross-sectionally U-shaped drainage profile with a discharge nozzle in the profile bottom.
- Access to the drain port is made possible by a removable cover of the drainage profile, which has for this purpose along its opposite walls support brackets which are welded to a directed against the bottom of the drain profile wall-parallel angle leg on the walls of the drainage profile and projecting with one of these walls Angled legs form a support for the cover, which brings a comparatively simple support structure for the cover with it, but has no effect on the formation of the drainage channel.
- the invention is therefore based on the object, a drivable drainage device of the type described above in such a way that not only ensures simple profile shapes for the gutter profile, but also advantageous conditions for the load transfer can be created.
- the invention solves the problem set by the features of claim 1.
- the gutter profile itself does not have to have re-entrant shoulders, but can be provided with vertical longitudinal walls, resulting in very simple construction conditions without sacrificing good load transfer, because the load is carried over the channel profile separate angle profiles, the one to the Form longitudinal walls of the channel profile parallel wall leg and a projecting support leg, which represents the required for supporting the cover grate shoulder.
- the wall-parallel wall legs of the angle profiles need only be welded to the longitudinal walls of the channel profile, for which distributed over the profile length spot welds sufficient. Since the support legs extend to support the cover grate at a distance from the channel bottom, the conventional attachment of the cover grate can be maintained by means of crossbars which engage under these support legs.
- the projecting over the longitudinal walls of the gutter profile wall legs also form end strips for a covering of the drivable surface, so that the longitudinal walls of the longitudinal walls outwardly projecting L jossrandflansche the gutter profile, which serve for Einjust Schlieren the gutter profile via screws and anchoring the gutter profile usually in a concrete potting, can be covered by the respectively provided covering.
- the height of the cover grate corresponding height of the wall legs of the angle profiles thereby ensures a continuous transition from the cover grating on the subsequent covering of the drivable area.
- the wall legs of the angle profiles can be welded via provided at a mutual distance in the longitudinal direction of the profile welds on the longitudinal walls of the gutter profile. This results in a non-liquid-tight connection between the welds the longitudinal walls of the channel profile and the wall legs of the angle profiles, so that the seep liquid between the longitudinal walls of the channel profile and the wall legs of the angle profiles is derived in the gutter profile.
- Particularly advantageous Ableit result in this context, when the wall legs of the angle profiles are welded at a distance from the longitudinal walls on the gutter profile. Due to the resulting between the wall legs of the angle sections and the longitudinal walls of the gutter profile Sickerspalt larger amounts of seepage water can flow unhindered into the gutter profile.
- Gutter profiles usually have to be adjusted in order to adhere to a given flow direction to a drain.
- generally bolts are used, over which the gutter profile by means of longitudinal edge flanges are supported on a substrate.
- the disadvantage is that a subsequent adjustment is no longer possible because the bolts are no longer accessible after moving the channel profile.
- the gutter profile can be supported on bolts, which engage in provided on the bottom of longitudinal edge flanges of the channel profile threaded sleeves, and that the L Lucassrandflansche in the threaded sleeves have passage openings for a tool for screw adjustment of the bolts, so the bolts can be operated through these openings in the longitudinal edge flanges and through the threaded sleeves by means of suitable tools also from above.
- the wall-parallel wall limb of the angle profiles can be provided with through holes, so that between the longitudinal walls of the gutter profile and attached to the longitudinal walls angle profiles penetrating liquid can be derived through the passage holes of the wall legs of the angle profiles in the gutter profile, even if there is no sufficient flow path between the longitudinal walls and the angle profiles.
- the drainage device has a gutter profile 1 with two longitudinal walls 3 projecting from a gutter bottom 2, from which longitudinal edge flanges 4 protrude outward.
- the channel profile 1 is first adjusted relative to a substrate 5 by means of bolts 6, which are held in screw connected to the longitudinal edge flanges 4 threaded sleeves 7 and can be actuated by corresponding passage openings 8 in the longitudinal edge flanges 4 from above.
- angle profiles 10 are welded on the inside of the longitudinal walls 3 of the channel profile 1, via distributed along the longitudinal walls 3 welds 11.
- the arrangement is such that the parallel to the longitudinal walls 3 of the channel profile 1 wall leg 12 of the channel profiles 1 to the longitudinal walls 3 of the channel profile 1 towards a Sickerspalt 13 release, projecting over the longitudinal walls 3 of the height and have a height corresponding to the height of the cover grid 9.
- the projecting within the channel profile 1 from the longitudinal walls 3 support legs 14 of the angle sections 10 form between the longitudinal walls 3 of the channel profile 1 re-entrant shoulders that receive the cover grille 9 load-bearing.
- cover grid 9 serve cross bar 15 which engage in the illustrated locking position extending at a distance above the channel bottom 2 support legs 14 of the angle sections 10 and be pressed with the help of fastening screws 16 with a hold down the Abdeckrosts.9 from below to the support legs 14.
- the gutter profiles 1 can be poured after a Einjust Schlieren against the substrate 5 by means of bolts 6, for example, in a concrete body, above the longitudinal edge flanges 4 space for a covering remains up to the longitudinal edge flanges 4th superior wall legs 12 of the Winketprofile 10 can be brought so that form the protruding edge portions of the wall legs 12 for such a covering end strips.
- the cover grid 9 can be used and connected in a conventional manner with the channel profile 1, but the connection shown on the cross bar 15 is by no means mandatory. In particular, with plastic covers a resilient locking of the cover grate is often preferred.
- the longitudinal edge flanges 4 of the channel profile 1 can drop against the longitudinal walls 3, so that in the region of these L jossrandflansche 4 infiltrating liquid can flow along this L jossrandflansche 4 in the channel profile 1.
- the wall legs 12 of the angle sections 10 may be provided with passage holes for seep liquid to assist the drainage of seep liquid between the longitudinal walls 3 of the channel profile 1 and the angle profiles 10.
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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)
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Description
Die Erfindung bezieht sich auf eine befahrbare Entwässerungsvorrichtung mit einem stählernen, zwei Längswände und einen die Längswände verbindenden Rinneriboden bildenden Rinnenprofil und mit einem Abdeckrost, der über seine Längsränder auf einspringenden Schultern zwischen den Längswänden des Rinnenprofils lastabtragend abgestützt ist.The invention relates to a drivable drainage device with a steel, two longitudinal walls and the longitudinal walls connecting Rinneriboden forming gutter profile and a cover grate, which is supported load-bearing over its longitudinal edges on re-entrant shoulders between the longitudinal walls of the gutter profile.
Befahrbare Eritwässerungsvorrichtungen, wie sie insbesondere für Parkdecks Verwendung finden, weisen ein stählernes Rinnenprofil auf, dessen Längswände einspringende Schultern zur Abstützung eines Abdeckrostes ausbilden, sodass die Auflast dieses Abdeckrostes über die einspringenden Schultern auf das Rinnenprofil und vom Rinnenprofil auf den das Rinnenprofil aufnehmenden Untergrund abgetragen wird. Zur Verbindung des Abdeckrosts mit dem Rinnenprofil dienen Querriegel, die die hinterschnittenen Schultern des Rinnenprofils hintergreifen, sodass die Querriegel, die aus einer in Längsrichtung des Rinnenprofils verlaufenden Montagestellung in eine dazu quer ausgerichtete Verriegelungsstellung verlagert werden können, in der Verriegelungsstellung ein Abheben des Abdeckrosts vom Rinnenprofil unterbinden. Nachteilig bei diesen bekannten Rinnenprofilen ist vor allem die durch die Schulterausbildung vergleichsweise aufwendige Profilform, die aufgrund der quer zur Belastung verlaufenden Abkantungen Festigkeitseinbußen hinsichtlich der Lastabtragung mit sich bringt.Passable Eritwässerungsvorrichtungen, as they are used in particular for parking decks, have a steely gutter profile, the longitudinal walls forming recessed shoulders to support a cover grate, so that the ballast of this grating is removed via the re-entrant shoulders on the gutter profile and the gutter profile on the gutter profile receiving surface , To connect the cover grate with the gutter profile crossbars which engage behind the undercut shoulders of the channel profile, so that the crossbar, which can be displaced from a running in the longitudinal direction of the channel profile mounting position into a transversely oriented locking position, in the locking position lifting the cover grate from the gutter profile prevention. A disadvantage of these known gutter profiles is especially through the shoulder training comparatively complex profile shape, which brings due to the transverse to the load bends strength loss in terms of load transfer with it.
Um die Höhe der Längswände von Rinnen zur Oberflächenentwässerung oder zur Drainage von Schüttgut auch nach dem Versetzen der Rinne an den Oberflächenverlauf anpassen zu können, ist es bekannt (
Damit für Entwässerungsrinnen in Form eines im Querschnitt rechteckigen Rohres mit Durchtrittslöchern auf der oberen Umfangswand in einfacher Art ein Ablauf vorgesehen werden kann, ist es darüber hinaus aus der gattungsgemäßen
Der Erfindung liegt somit die Aufgabe zugrunde, eine befahrbare Entwässerungsvorrichtung der eingangs geschilderten Art so auszubilden, dass nicht nur einfache Profilformen für das Rinnenprofil sichergestellt, sondern auch vorteilhafte Voraussetzungen für die Lastabtragung geschaffen werden können.The invention is therefore based on the object, a drivable drainage device of the type described above in such a way that not only ensures simple profile shapes for the gutter profile, but also advantageous conditions for the load transfer can be created.
Die Erfindung löst die gestellte Aufgabe durch die Merkmale des Anspruchs 1.The invention solves the problem set by the features of claim 1.
Da aufgrund der vorgeschlagenen Maßnahmen das Rinnenprofil selbst keine einspringenden Schultern aufzuweisen braucht, sondern mit vertikalen Längswänden versehen werden kann, ergeben sich sehr einfache Konstruktionsverhältnisse ohne auf eine gute Lastabtragung verzichten zu müssen, weil die Lastabtragung über vom Rinnenprofil gesonderte Winkelprofile erfolgt, die einen zu den Längswänden des Rinnenprofils parallelen Wandschenkel und einen davon abstehenden Auflageschenkel bilden, der die zur Abstützung des Abdeckrosts erforderliche Schulter darstellt. Die wandparallelen Wandschenkel der Winkelprofile brauchen lediglich mit den Längswänden des Rinnenprofils verschweißt zu werden, wofür über die Profillänge verteilte Punktschweißungen ausreichen. Da die Auflageschenkel zur Abstützung des Abdeckrosts in einem Abstand vom Rinnenboden verlaufen, kann die herkömmliche Befestigung des Abdeckrosts mit Hilfe von Querriegeln beibehalten werden, die diese Auflageschenkel untergreifen. Die über die Längswände des Rinnenprofils vorstehenden Wandschenkel bilden außerdem Abschlussleisten für einen Belag der befahrbaren Fläche, sodass die von den Längswänden nach außen abstehenden Längsrandflansche des Rinnenprofils, die zum Einjustieren des Rinnenprofils über Stellschrauben und zur Verankerung des Rinnenprofils üblicherweise in einer Vergussmasse aus Beton dienen, vom jeweils vorgesehenen Belag abgedeckt werden können. Die der Höhe des Abdeckrosts entsprechende Höhe der Wandschenkel der Winkelprofile stellt dabei einen stufenlosen Übergang vom Abdeckrost auf den anschließenden Belag der befahrbaren Fläche sicher.Since due to the proposed measures, the gutter profile itself does not have to have re-entrant shoulders, but can be provided with vertical longitudinal walls, resulting in very simple construction conditions without sacrificing good load transfer, because the load is carried over the channel profile separate angle profiles, the one to the Form longitudinal walls of the channel profile parallel wall leg and a projecting support leg, which represents the required for supporting the cover grate shoulder. The wall-parallel wall legs of the angle profiles need only be welded to the longitudinal walls of the channel profile, for which distributed over the profile length spot welds sufficient. Since the support legs extend to support the cover grate at a distance from the channel bottom, the conventional attachment of the cover grate can be maintained by means of crossbars which engage under these support legs. The projecting over the longitudinal walls of the gutter profile wall legs also form end strips for a covering of the drivable surface, so that the longitudinal walls of the longitudinal walls outwardly projecting Längsrandflansche the gutter profile, which serve for Einjustieren the gutter profile via screws and anchoring the gutter profile usually in a concrete potting, can be covered by the respectively provided covering. The height of the cover grate corresponding height of the wall legs of the angle profiles thereby ensures a continuous transition from the cover grating on the subsequent covering of the drivable area.
Damit insbesondere entlang der Außenseite der über das Rinnenprofil vorstehenden Wandschenkel der Winkelprofile sickernde Flüssigkeit in das Rinnenprofil abgeleitet werden kann, können die Wandschenkel der Winkelprofile über mit gegenseitigem Abstand in Profillängsrichtung vorgesehene Schweißstellen an den Längswänden des Rinnenprofils angeschweißt werden. Damit ergibt sich zwischen den Schweißstellen eine nicht flüssigkeitsdichte Verbindung zwischen den Längswänden des Rinnenprofils und den Wandschenkeln der Winkelprofile, sodass die Sickerflüssigkeit zwischen den Längswänden des Rinnenprofils und den Wandschenkeln der Winkelprofile in das Rinnenprofil abgeleitet wird. Besonders vorteilhafte Ableitbedingungen ergeben sich in diesem Zusammenhang, wenn die Wandschenkel der Winkelprofile mit Abstand von den Längswänden am Rinnenprofil angeschweißt sind. Durch den sich zwischen den Wandschenkeln der Winkelprofile und den Längswänden des Rinnenprofils ergebenden Sickerspalt können auch größere Mengen an Sickerwasser unbehindert in das Rinnenprofil abfließen.Thus, especially along the outside of the over the gutter profile projecting wall leg of the angle profiles seeping liquid can be derived in the gutter profile, the wall legs of the angle profiles can be welded via provided at a mutual distance in the longitudinal direction of the profile welds on the longitudinal walls of the gutter profile. This results in a non-liquid-tight connection between the welds the longitudinal walls of the channel profile and the wall legs of the angle profiles, so that the seep liquid between the longitudinal walls of the channel profile and the wall legs of the angle profiles is derived in the gutter profile. Particularly advantageous Ableitbedingungen result in this context, when the wall legs of the angle profiles are welded at a distance from the longitudinal walls on the gutter profile. Due to the resulting between the wall legs of the angle sections and the longitudinal walls of the gutter profile Sickerspalt larger amounts of seepage water can flow unhindered into the gutter profile.
Rinnenprofile müssen üblicherweise einjustiert werden, um eine vorgegebene Ablaufrichtung zu einem Abfluss einzuhalten. Hiefür werden im Allgemeinen Schraubbolzen eingesetzt, über die das Rinnenprofil mit Hilfe von Längsrandflanschen auf einem Untergrund abgestützt werden. Nachteilig ist, dass eine nachträgliche Justierung nicht mehr möglich ist, weil die Schraubbolzen nach dem Versetzen des Rinnenprofils nicht mehr zugängig sind. Um hier einfache Abhilfe zu schaffen, wird vorgeschlagen, dass das Rinnenprofil auf Schraubbolzen abstützbar ist, die in auf der Unterseite von Längsrandflanschen des Rinnenprofils vorgesehene Gewindehülsen eingreifen, und dass die Längsrandflansche im Bereich der Gewindehülsen Durchtrittsöffnungen für ein Werkzeug zur Schraubverstellung der Schraubbolzen aufweisen, sodass die Schraubbolzen durch diese Durchtrittsöffnungen in den Längsrandflanschen und durch die Gewindehülsen mit Hilfe geeigneter Werkzeuge auch von oben her betätigt werden können.Gutter profiles usually have to be adjusted in order to adhere to a given flow direction to a drain. For this purpose, generally bolts are used, over which the gutter profile by means of longitudinal edge flanges are supported on a substrate. The disadvantage is that a subsequent adjustment is no longer possible because the bolts are no longer accessible after moving the channel profile. To provide a simple remedy, it is proposed that the gutter profile can be supported on bolts, which engage in provided on the bottom of longitudinal edge flanges of the channel profile threaded sleeves, and that the Längsrandflansche in the threaded sleeves have passage openings for a tool for screw adjustment of the bolts, so the bolts can be operated through these openings in the longitudinal edge flanges and through the threaded sleeves by means of suitable tools also from above.
Um die Entwässerung in das Rinnenprofil zu unterstützen, kann der wandparallele Wandschenkel der Winkelprofile mit Durchtrittslöchern versehen sein, sodass zwischen den Längswänden des Rinnenprofils und den an den Längswänden befestigten Winkelprofilen eindringende Flüssigkeit durch die Durchtrittslöcher der Wandschenkel der Winkelprofile in das Rinnenprofil abgeleitet werden kann, selbst wenn sich hierfür kein ausreichender Strömungsweg zwischen den Längswänden und den Winkelprofilen ergibt.In order to support the drainage in the gutter profile, the wall-parallel wall limb of the angle profiles can be provided with through holes, so that between the longitudinal walls of the gutter profile and attached to the longitudinal walls angle profiles penetrating liquid can be derived through the passage holes of the wall legs of the angle profiles in the gutter profile, even if there is no sufficient flow path between the longitudinal walls and the angle profiles.
Fallen die üblicherweise am Rinnenprofil vorgesehenen Längsrandflansche gegen das Rinnenprofil hin ab, so wird im Übergangsbereich zwischen dem an das Rinnenprofil anschließenden Bodenbelag und dem Rinnenprofil einsickernde Flüssigkeit entlang der geneigten Längsrandflansche zum Rinnenprofil abgeleitet und verhindert, dass solche Sickerflüssigkeiten außerhalb des Rinnenprofils in den Bodenaufbau bzw. den Untergrund gelangen kann.Fall the usually provided on the gutter profile longitudinal edge flanges against the gutter profile out, so in the transition region between the adjoining the gutter profile flooring and gutter profile infiltrating liquid along the inclined Längsrandflansche to the gutter profile and prevents such seepage outside the gutter profile in the soil structure or can reach the ground.
In der Zeichnung ist der Erfindungsgegenstand beispielsweise dargestellt, und zwar wird eine erfindungsgemäße, befahrbare Entwässerungsvorrichtung in einem vereinfachten Querschnitt gezeigt.In the drawing, the subject invention is illustrated, for example, and that a drivable drainage device according to the invention is shown in a simplified cross-section.
Die Entwässerungsvorrichtung gemäß dem dargestellten Ausführungsbeispiel weist ein Rinnenprofil 1 mit zwei von einem Rinnenboden 2 aufragenden Längswänden 3 auf, von denen Längsrandflansche 4 nach außen abstehen. Das Rinnenprofil 1 wird zunächst gegenüber einem Untergrund 5 mit Hilfe von Schraubbolzen 6 einjustiert, die in mit den Längsrandflanschen 4 verbundenen Gewindehülsen 7 schraubverstellbar gehalten sind und durch entsprechende Durchtrittsöffnungen 8 in den Längsrandflanschen 4 von oben betätigt werden können.The drainage device according to the illustrated embodiment has a gutter profile 1 with two
Zur Aufnahme eines Abdeckrosts 9 sind auf der Innenseite der Längswände 3 des Rinnenprofils 1 Winkelprofile 10 angeschweißt, und zwar über entlang der Längswände 3 verteilte Schweißstellen 11. Die Anordnung ist so getroffen, dass die zu den Längswänden 3 des Rinnenprofils 1 parallelen Wandschenkel 12 der Rinnenprofile 1 zu den Längswänden 3 des Rinnenprofils 1 hin einen Sickerspalt 13 freilassen, über die Längswände 3 der Höhe nach vorstehen und eine Höhe entsprechend der Höhe des Abdeckrosts 9 aufweisen. Die innerhalb des Rinnenprofils 1 von den Längswänden 3 abstehenden Auflageschenkel 14 der Winkelprofile 10 bilden zwischen den Längswänden 3 des Rinnenprofils 1 einspringende Schultern, die den Abdeckrost 9 lastabtragend aufnehmen. Zur Befestigung des Abdeckrosts 9 dienen Querriegel 15, die in der dargestellten Verriegelungsstellung die mit Abstand oberhalb des Rinnenbodens 2 verlaufenden Auflageschenkel 14 der Winkelprofile 10 untergreifen und mit Hilfe von Befestigungsschrauben 16 unter einem Niederhalten des Abdeckrosts.9 von unten an die Auflageschenkel 14 angedrückt werden.To accommodate a
Wie sich aus der Zeichnung unmittelbar entnehmen lässt, können die Rinnenprofile 1 nach einem Einjustieren gegenüber dem Untergrund 5 mit Hilfe der Schraubbolzen 6 beispielsweise in einem Betonkörper eingegossen werden, wobei oberhalb der Längsrandflansche 4 Platz für einen Belag bleibt, der bis an die die Längsrandflansche 4 überragenden Wandschenkel 12 der Winketprofile 10 herangeführt werden kann, sodass die vorstehenden Randabschnitte der Wandschenkel 12 für einen solchen Belag Abschlussleisten bilden. Nach einem solchen Versetzen des Rinnenprofils 1 kann der Abdeckrost 9 eingesetzt und in herkömmlicher Weise mit dem Rinnenprofil 1 verbunden werden, wobei jedoch die dargestellte Verbindung über die Querriegel 15 keineswegs zwingend ist. Insbesondere bei Kunststoffabdeckungen wird häufig eine federnde Verrastung des Abdeckrostes vorgezogen werden.As can be seen directly from the drawing, the gutter profiles 1 can be poured after a Einjustieren against the
Wie in der Zeichnung strichpunktiert angedeutet ist, können die Längsrandflansche 4 des Rinnenprofils 1 gegen deren Längswände 3 abfallen, sodass im Bereich dieser Längsrandflansche 4 einsickernde Flüssigkeit entlang dieser Längsrandflansche 4 in das Rinnenprofil 1 abfließen kann. Außerdem können die Wandschenkel 12 der Winkelprofile 10 mit Durchtrittslöchern für Sickerflüssigkeit versehen sein, um das Abfließen von Sickerflüssigkeit zwischen den Längswänden 3 des Rinnenprofils 1 und den Winkelprofilen 10 zu unterstützen.As indicated by dash-dotted lines in the drawing, the
Claims (6)
- Mobile dewatering device having a steel channel profile (1) forming two longitudinal walls (3) and a channel base (2) connecting the longitudinal walls (3), and having a covering grill (9) which is supported in a load-transferring manner via its longitudinal edges on re-entrant shoulders between the longitudinal walls (3) of the channel profile (1), wherein angular profiles (10) are welded onto the longitudinal walls (3) of the channel profile (1), the bearing limbs (14) of which angular profiles, protruding from the wall limbs (12) - which are parallel to the wall - and extending spaced apart from the channel base (2), form the re-entrant shoulders, characterised in that the longitudinal walls (3) have longitudinal edge flanges (4) which protrude outwards to overlap with a provided covering, wherein the wall limbs (12) of the angular profiles (10) project vertically beyond the longitudinal walls (3) of the channel profile (1) and are of a height corresponding to the height of the covering grill (9).
- Mobile dewatering device as claimed in claim 1, characterised in that the wall limbs (12) of the angular profiles (10) are welded to the longitudinal walls (3) of the channel profile (1) via weld points (11) provided with mutual spacing in the profile longitudinal direction.
- Mobile dewatering device as claimed in claim 1 or 2, characterised in that the wall limbs (12) of the angular profiles (10) are welded to the channel profile (1) in a manner spaced apart from the longitudinal walls (3).
- Mobile dewatering device as claimed in any one of claims 1 to 3, characterised in that the channel profile (1) can be supported on stud bolts (6) which engage into threaded sleeves (7) provided on the underside of the longitudinal edge flanges (4) of the channel profile (1), and that, in the region of the threaded sleeves (7), the longitudinal edge flanges (4) have through openings (8) for a tool for screwing adjustment of the stud bolts (6).
- Mobile dewatering device as claimed in any one of claims 1 to 4, characterised in that the wall limb (12) - which is parallel to the wall - of the angular profiles (10) is provided with through holes.
- Mobile dewatering device as claimed in any one of claims 1 to 5, characterised in that the channel profile (1) has longitudinal edge flanges (4) sloping down towards the longitudinal walls (3) thereof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL12172409T PL2540921T3 (en) | 2011-07-01 | 2012-06-18 | Mobile drainage device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT9682011A AT511465B1 (en) | 2011-07-01 | 2011-07-01 | RUNNING DRAINAGE DEVICE |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2540921A2 EP2540921A2 (en) | 2013-01-02 |
EP2540921A3 EP2540921A3 (en) | 2014-02-12 |
EP2540921B1 true EP2540921B1 (en) | 2016-09-21 |
Family
ID=46050140
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12172409.0A Active EP2540921B1 (en) | 2011-07-01 | 2012-06-18 | Mobile drainage device |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2540921B1 (en) |
AT (1) | AT511465B1 (en) |
DE (1) | DE202012100815U1 (en) |
DK (1) | DK2540921T3 (en) |
PL (1) | PL2540921T3 (en) |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
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DE29814887U1 (en) * | 1998-08-19 | 1999-11-11 | Reichlmeier Metallprofile GmbH, 80935 München | Drainage channel |
DE59911547D1 (en) * | 1998-11-11 | 2005-03-10 | Hestag Bauelemente Entwaesseru | drainage channel |
EP1435416A1 (en) * | 2003-01-06 | 2004-07-07 | Aco Severin Ahlmann GmbH & Co. KG | Drainage channel and method for producing such a drainage channel |
DE202006019814U1 (en) * | 2006-02-17 | 2007-05-16 | Basika Entwässerungstechnik GmbH & Co. KG | Shower tray fitting with flush floor mounting has a plastic foam plate with attached sealing membrane and with outflow fitting |
DE202009003283U1 (en) * | 2009-03-11 | 2010-07-29 | Gutjahr, Walter | Slot channel with a gutter profile |
DE202009007350U1 (en) * | 2009-04-23 | 2010-05-12 | Schmidt, Daniel | Drainage channel for the sanitary area |
-
2011
- 2011-07-01 AT AT9682011A patent/AT511465B1/en active
-
2012
- 2012-03-07 DE DE201220100815 patent/DE202012100815U1/en not_active Expired - Lifetime
- 2012-06-18 PL PL12172409T patent/PL2540921T3/en unknown
- 2012-06-18 DK DK12172409.0T patent/DK2540921T3/en active
- 2012-06-18 EP EP12172409.0A patent/EP2540921B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
EP2540921A3 (en) | 2014-02-12 |
DE202012100815U1 (en) | 2012-04-11 |
AT511465B1 (en) | 2012-12-15 |
AT511465A4 (en) | 2012-12-15 |
EP2540921A2 (en) | 2013-01-02 |
PL2540921T3 (en) | 2017-04-28 |
DK2540921T3 (en) | 2017-01-09 |
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