EP3290603A1 - Drainage gutter - Google Patents
Drainage gutter Download PDFInfo
- Publication number
- EP3290603A1 EP3290603A1 EP16186880.7A EP16186880A EP3290603A1 EP 3290603 A1 EP3290603 A1 EP 3290603A1 EP 16186880 A EP16186880 A EP 16186880A EP 3290603 A1 EP3290603 A1 EP 3290603A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- drainage channel
- frame
- channel
- gutter
- support surface
- 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.)
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- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 238000009795 derivation Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000007704 transition Effects 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
-
- 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
Definitions
- the invention relates to a drainage channel with a two longitudinal, with a gutter sole interconnected Rinnenwandungen having gutter body, and with a frame for Auflagerung a the gutter body cross gutter cover, the frame along a top edge forms a fold, to which an inner cheek and one of this connect substantially vertically protruding support surface.
- Such a drainage channel is from the DE 195 11 206 A1 previously known.
- the frame is designed as an upper gutter part in such a way that frame side walls slide along the side walls of the gutter body.
- double-tube guide adjustment elements are arranged within the channel body in the edge regions and against the bottom of the channel body.
- the adjusting elements are above, that is height adjustable by means of holes in the frame and / or a top frame, by means of screw thread.
- One of this frame recorded and laterally fixed cover grate absorbs loading forces and directs them over several adjusting elements on the continuous bottom of the channel body.
- the basic idea of the previously known drainage channel exists in that at the bottom of a closed floor group, which ultimately forms the channel body, is provided. On this floor group a height-adjustable frame is placed by means of telescopic adjustment.
- the gutter body is reinforced by means of its longitudinal extent laterally arranged support body for transmitting vertically acting on the rust pressure forces on a arranged below the support body foundation in its load capacity.
- the gutter body can additionally be stiffened by means of transverse webs arranged between the side walls of the gutter body transversely to the longitudinal extent of the gutter body. The transverse webs are locked with provided on the side walls of the gutter body recesses or hooked in the recesses.
- a comparable stiffening of the gutter body by transverse to the longitudinal extent of the gutter usable toggle body is also from the DE 10 2007 010 073 A1 previously known.
- the invention is based on the object by additional features a further stiffening of the gutter body, but also the gutter body associated frame, purely constructive effect to the extended capacity and extended service life for the extended To achieve drainage channel according to the invention.
- the upper edge of the channel wall of the drainage channel has a frame, which along its upper edge forms a folded edge.
- Umkantung joins an inner cheek, at which the side of a gutter cover can create.
- a support surface 7 is formed, on which the weight of the gutter cover is supported.
- this support surface in turn to engage under a U-shaped support profile, which supports the support surface with a first U-flank by the U-shaped support profile is supported with its remote from the support surface, second U-flank on the Rinnenwandung ,
- a derivation of weight forces of the gutter cover in the gutter wall At the same time wins the support surface and the overall construction in comparison to the prior art despite low material usage of dimensional stability.
- such a solution can be made as a one-piece combination of frame and gutter body by the described Umkantungen be completed directly with the material of the gutter body.
- the frame as Aufsteckzarge in which the folded edge is prepared for receiving the free upper edge of the Rinnenwandungen.
- the folded edges are then bent over by 180 ° so that two material layers of the frame form parallel flanks.
- this Umkantung then the upper edge of the channel is inserted and fixed positively and non-positively. This can be done by clamping, crimping, clinching, screwing, riveting and other possible types of connection.
- the upper edge of the Rinnenwandung is reinforced on both sides by the folded edges and stiffened or the upper edge of the Rinnenwandung is protected by this upper edge cross-fold.
- the edge of the frame is adjoined by a support surface projecting in the direction of the channel inside, on which a cover grate of the drainage channel can be supported when used as intended.
- This bearing surface is bent downwards on its side facing the gutter inside end edge, in that a vertical flange arranged vertically in the installed position adjoins a first U-flank, and subsequently adjoins a U-shaped support profile fitting with a second U-flank on the channel wall.
- the abutment flange of the Aufsteckzarge be suitably connected to the adjacent Rinnenwandung.
- the use of a riveted joint has proven itself.
- the frame according to the invention is provided in the region of the inside of the gutter of the gutter body facing inner cheek and / or in the region of the first U-flank with recesses, in particular for fixing a gutter cover.
- the fixation of the gutter cover succeeds in a simple manner, that are approximately connected in the direction of the recesses engaging elements with the Aufsteckzarge and this thus against displacement in Secured longitudinally, so the corresponding covers are secured in their correct relative position to Aufsteckzarge.
- releasable fasteners are used in this context, so that the gutter cover can be removed if necessary from the drainage channel, about to clean or otherwise to maintain, or if necessary to replace the gutter cover can.
- the gutter body of the drainage channel can be stiffened by means of transversely to the longitudinal direction of the channel body usable load cross-members.
- the load cross members are each arranged directly below the support flange of the Aufsteckzarge, so that the introduced via the gutter cover forces can be taken in each case by the load cross members and derived to the outside to the gutter walls.
- the load cross members are each designed as a downwardly open box sections, whereby a material savings compared to closed box bodies is achieved because a lower cover of the box section would make no significant contribution to the stiffening more.
- the load traverses are designed such that the end walls of the box sections are not directly connected to the adjacent side walls of the box section, but rather on both sides of the end walls is formed a respective insertion slot.
- the channel walls of the channel body are in the direction of the channel interior of the channel body projecting Einstecklaschen provided such that the end walls of the load traverses in each case in the region between the projecting in the direction of the channel interior insertion tabs and the Rinnenwandungen are inserted.
- the gutter body itself in particular its gutter walls and its gutter sole, are each provided with inlet openings distributed over the gutter body, so that not only through the gutter cover introduced surface water, but possibly also in the gutter environment entering leachate entering the gutter body and can be discharged through this.
- the gutter body of the drainage channel and / or the load cross members are / are as folded sheet metal blanks, d. H. made of a comparatively light and therefore also easier to transport material produced.
- FIG. 1 shows a first embodiment of a drainage channel 1, which is integrally formed by Umkantungen a single sheet metal blank.
- the drainage channel 1 initially comprises a box-shaped channel body 2 with a trough sole 4 which is bounded on both sides by the channel body 2 laterally enclosing channel walls 3, 3 '.
- the gutter body 2 frames 5, 5 'directly formed by the free edges of the channel walls 3, 3' were further bent to a frame construction.
- FIG. 2 In the FIG. 2 is initially small a cross section of the drainage channel 1 according to FIG. 1 shown. In this a section is marked, which is the essential part of the FIG. 2 corresponds, which is shown next to it.
- the gutter wall 3 begins after a substantially right-angled fold, which, in turn, merges into an inner cheek 8 on the upper edge of the drainage gutter 1 formed thereby, following a 180 ° turn-around 6, which laterally contact the gutter cover when the gutter cover is inserted would. From this inner cheek 8 is offset by the thickness of a gutter cover not further described here relative to the upper edge down from a support surface 7, below which a support section 11 is first followed by a first U-flank 10.
- a second U-flank 12 of the support section 11 contacts the channel wall 3 and initiates the weight forces acting on the channel cover in this.
- FIG. 3 shows an alternative drainage channel 1 in an embodiment with a Aufsteckzarge in a perspective view in an exploded view.
- a frame 5, 5 'in the form of a Aufsteckzarge be plugged onto the upper edges of the Rinnenwandungen 3, 3', although, if necessary, can be positively and non-positively connected to the Rinnenwandung, but not directly formed.
- additional load cross members 15 can be inserted transversely to the longitudinal extension of the channel body 2 into the channel body 2.
- the load cross members 15 are each formed as a downwardly open box sections and each upper side closed by a closed support surface 16, on both sides of the downwardly open side walls 17, 17 'connect, wherein the box profile frontally of the end walls 20, 20' is limited , In the transition region between the end walls 20, 20 'and the side walls 17, 17' in each case a Einsteckschlitz 21, 21 'is arranged.
- the gutter body 2 is on both sides in the region of the gutter walls 3, 3 'respectively with the end walls 20, 20' of the load cross members 15 corresponding, projecting in the direction of the channel interior of the gutter body 2 Einstecklaschen 22, 22 'provided. Accordingly, the load cross members 15 can be connected to the channel body 2 as intended such that the end walls 20, 20 'in the area between the Einstecklaschen 22, 22' and the adjacent Rinnenwandung 3, 3 'are inserted, so that the load cross members 15 each intended transverse to Longitudinal extent of the channel body 2 in the channel body 2 are arranged.
- the gutter body 2 is distributed over its circumference, ie in the region of the side walls 3, 3 'and the trough sole 4, respectively provided with inlet openings 24, so that approximately in the vicinity of the channel body 2 seepage infiltrated water via the inlet openings 24 in the channel body 2 arrive and can be removed by this intended.
- FIG. 4 shows the drainage channel 1 in a mounted position in a perspective view, in each case of a when installed as intended, the upper edge of the channel walls 3, 3 'cross edge 6, 6', an adjoining inner cheek 8, a support surface 7 and an underlying support section 11th
- the area of the inner cheek 8 in the installed position passes through a right-angled fold in the horizontal in the mounting position bearing surface 7.
- the support surface 7 is in a U-shaped support section 11, whose first U-flank 10 directly to the Support surface 7 is fixed and the second U-flank 12 is supported on the adjacent side wall 3 or 3 '.
- the Aufsteckzargen 5, 5 ' are each provided with recesses 14, both in the interior of the channel interior facing the inner cheek 8, as well as in the region of the support surface 7 and in the region of the first U-flank 10. These recesses 14 are usually used for the correct fixing and fixing a in the Aufsteckzarge 5, 5 'to be used gutter cover, which is not shown in the drawing.
- the load cross members 15 each engage under the illustration in FIG Fig. 4 when properly mounted the Abstützflansche 11 of the intended purpose on the upper edge of the Rinnenwandungen 3, 3 'seated Aufsteckzargen 5, 5', so that the Aufsteckzargen 5, 5 'each additionally supported on the load traverses 15.
- FIG. 5 shows the drainage channel 1 in a plan view.
- a respective Aufsteckzarge 5, 5 ' attached to the upper edges of the Rinnenwanditch 3, 3'.
- FIG. 6 shows along the in FIG. 5 Registered section line a cross section through the channel body 2 of the drainage channel. 1
- FIG. 7 shows an in FIG. 6 with VII designated detail of the cross-sectional view, in particular concerning the attachment of the frame 5 formed here as Aufsteckzarge.
- a folded edge 6 the upper edge of the groove wall 3 ', wherein adjoins the folded edge 6 on one of the gutter inside facing inner cheek 8 via a right-angled edge of the support surface 7 for a groove cover, not shown.
- a further right-angled edge is followed in turn by a U-shaped support profile 11 is connected.
- first U-flank 10 This comprises a first U-flank 10, as well as a second U-flank 12 which extends horizontally in the installation position and rests parallel on the channel wall 3 '.
- second U-flank 12 is firmly connected by means of a rivet connection 13 with the adjacent channel wall 3 '.
- the load cross member 15 is arranged such that the support surface 16 of the load cross member 15 engages under the support profile 11.
- the load cross member 15 as shown in FIG. 7 thereby connected to the gutter body 2 of the drainage channel 1, that the end wall 20 in each case in the intermediate region between a relative to the gutter walls 3, 3 'projecting Inserting tab 22, 22 'is inserted on both sides, so that the load cross member 15 as intended in accordance with the illustration in FIG. 5 is arranged transversely to the longitudinal extent of the drainage channel 1 immediately below the support section 11.
- the end walls 20, 20 'of the load cross member 15 are each dimensioned such that the end walls 20, 20' in each case protrude beyond the insertion tabs 22, 22 'on the underside in such a way that the supernatant 23 of the end wall 20 formed to that extent acts directly on the adjacent channel wall 3'. is applied.
- the folded edge 6 of the frame 5, 5 ' causes a stiffening and edge protection for the upper edge of the Rinnenwandungen 3, 3'.
- the frame 5, 5 'on both sides each a support surface 7 for a not shown in the drawing channel cover ready.
- pressure forces introduced via the gutter cover are in each case discharged downward via the first U-flank 10, this first U-flank 10 of the support profile 11 via a sole of the support profile 11 and the second U-flank 12 on the gutter wall 3, 3 '. is supported.
- the introduced compressive forces via the gutter walls 3, 3 'downwards either in the ground or in a foundation that crosses under the drainage channel 1 are diverted as intended.
- the abutment flange 12 causes an additional reinforcement and reinforcement in this area in the area of the introduction of force into the respectively adjacent channel walls 3 and / or 3 '.
- the execution of the frame 5, 5 'in multiple folded over form a stiffening of the frame 5, 5' in itself.
- the support profile 11 is engaged in each case by the support surface 16 of a load cross member 15, via which also a load transfer can take place.
- the protrusion 23, which adjoins the gutter walls 3 and / or 3 'directly, of the end walls 20, 20' of the load crossmember 15 brings about additional reinforcement and stiffening.
- the load crossmember 15 causes a transverse reinforcement of the channel body 2 in total.
- a drainage channel 1 is described above, which can be produced from a gutter body, a frame and, if necessary, one or more load cross members by mating or joining the items or directly in one piece by edge and bend, whereby by the interaction and the structural design of the above-mentioned items a total of a more stable and resilient drainage channel is generated, so that the items can be made, for example, as a comparatively thin-walled blanks without this would suffer from the capacity of the drainage channel.
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Abstract
Die Erfindung betrifft eine Entwässerungsrinne, die entweder einstückig oder durch das Zusammenfügen eines Rinnenkörpers (2) mit einer Zarge (5) entsteht. Die Zarge weist an ihrer Oberkante eine Umkantung (6) auf, an welche sich eine Innenwange (8) und eine von dieser senkrecht abstehende Auflagefläche (7) anschliessen. Unterhalb der Auflagefläche (7) ist an die Zarge ein U-förmiges, die Auflagefläche untergreifendes Stützprofil (11) angeformt, dessen erste U-Flanke (10) mit der Auflagefläche (7) verbunden ist und dessen zweite U-Flanke (12) an der Rinnenwandung anliegt. Zudem können Lasttraversen (15) eine zusätzliche Querversteifung der Entwässerungsrinne bewirken.The invention relates to a drainage channel, which is formed either in one piece or by the joining of a channel body (2) with a frame (5). The frame has on its upper edge a folded edge (6), to which an inner cheek (8) and a vertically projecting from this support surface (7) connect. Below the bearing surface (7) is on the frame a U-shaped, the support surface engages under support profile (11) formed, whose first U-flank (10) with the support surface (7) is connected and the second U-flank (12) the gutter wall is applied. In addition, load cross members (15) can cause additional transverse stiffening of the drainage channel.
Description
Die Erfindung betrifft eine Entwässerungsrinne mit einem zwei längslaufende, vermittels einer Rinnensohle miteinander verbundene Rinnenwandungen aufweisenden Rinnenkörper, sowie mit einer Zarge zur Auflagerung einer den Rinnenkörper übergreifenden Rinnenabdeckung, wobei die Zarge entlang einer Oberkante eine Umkantung ausbildet, an welche sich eine Innenwange und eine von dieser im Wesentlichen senkrecht abstehende Auflagefläche anschließen.The invention relates to a drainage channel with a two longitudinal, with a gutter sole interconnected Rinnenwandungen having gutter body, and with a frame for Auflagerung a the gutter body cross gutter cover, the frame along a top edge forms a fold, to which an inner cheek and one of this connect substantially vertically protruding support surface.
Eine solche Entwässerungsrinne ist aus der
Zusätzlich ist aus der
Eine vergleichbare Aussteifung des Rinnenkörpers durch quer zur Längserstreckung der Rinne einsetzbare Knebelkörper ist auch aus der
Ausgehend von diesem Stand der Technik liegt der Erfindung die Aufgabe zu Grunde, durch zusätzliche Merkmale eine weitere Versteifung des Rinnenkörpers, aber auch der dem Rinnenkörper zugehörigen Zarge, rein konstruktiv zu bewirken, um durch die höhere Belastbarkeit einen erweiterten Anwendungsbereich und eine verlängerte Lebensdauer für die erfindungsgemäße Entwässerungsrinne zu erreichen.Based on this prior art, the invention is based on the object by additional features a further stiffening of the gutter body, but also the gutter body associated frame, purely constructive effect to the extended capacity and extended service life for the extended To achieve drainage channel according to the invention.
Dies gelingt dadurch, dass die Oberkante der Rinnenwandung der Entwässerungsrinne eine Zarge aufweist, welche entlang ihrer Oberkante eine Umkantung ausbildet. An diese Umkantung schließt sich eine Innenwange an, an welcher die Seite einer Rinnenabdeckung sich anlegen kann. Senkrecht an die Innenwange anschließend ist eine Auflagefläche 7 gebildet, auf welcher das Gewicht der Rinnenabdeckung abgestützt ist. Erfindungsgemäß ist vorgesehen, diese Auflagefläche ihrerseits mit einem U-förmigen Stützprofil zu untergreifen, welches die Auflagefläche mit einer ersten U-Flanke unterstützt, indem sich das U-förmige Stützprofil mit seiner von der Auflagefläche entfernt liegenden, zweiten U-Flanke an der Rinnenwandung abstützt. So erfolgt eine Ableitung von Gewichtskräften der Rinnenabdeckung in die Rinnenwandung. Gleichzeitig gewinnt die Auflagefläche und die Gesamtkonstruktion im Vergleich zum Stand der Technik trotz geringen Materialeinsatzes an Formstabilität.This is achieved by the fact that the upper edge of the channel wall of the drainage channel has a frame, which along its upper edge forms a folded edge. At this Umkantung joins an inner cheek, at which the side of a gutter cover can create. Vertically to the inner cheek then a
Zunächst kann eine solche Lösung als einstückige Kombination aus Zarge und Rinnenkörper hergestellt werden, indem die beschriebenen Umkantungen direkt mit dem Material des Rinnenkörpers vollzogen werden.First, such a solution can be made as a one-piece combination of frame and gutter body by the described Umkantungen be completed directly with the material of the gutter body.
Alternativ ist es jedoch auch vorgesehen, die Zarge als Aufsteckzarge zu realisieren, bei der die Umkantung zur Aufnahme der freien Oberkante der Rinnenwandungen hergerichtet ist. Bei den Umkantungen handelt es sich dann um Umkantungen um 180°, so dass zwei Materialschichten der Zarge parallele Flanken bilden. In diese Umkantung wird dann die Rinnenoberkante eingesteckt und form- und kraftschlüssig befestigt. Dies kann durch Klemmen, Crimpen, Clinchen, Schrauben, Nieten und weitere mögliche Verbindungsarten erfolgen.Alternatively, however, it is also intended to realize the frame as Aufsteckzarge in which the folded edge is prepared for receiving the free upper edge of the Rinnenwandungen. The folded edges are then bent over by 180 ° so that two material layers of the frame form parallel flanks. In this Umkantung then the upper edge of the channel is inserted and fixed positively and non-positively. This can be done by clamping, crimping, clinching, screwing, riveting and other possible types of connection.
Im letztgenannten Fall wird die Oberkante der Rinnenwandung beidseitig durch die Umkantungen verstärkt und versteift bzw. die Oberkante der Rinnenwandung durch die diese Oberkante übergreifende Umkantung geschützt ist.In the latter case, the upper edge of the Rinnenwandung is reinforced on both sides by the folded edges and stiffened or the upper edge of the Rinnenwandung is protected by this upper edge cross-fold.
In beiden Alternativen schließt sich an die Umkantung der Zarge rinneninnenseitig eine in Richtung der Rinneninnenseite vorspringende Auflagefläche an, auf die bei bestimmungsgemäßem Gebrauch ein Abdeckrost der Entwässerungsrinne aufgelagert werden kann. Diese Auflagefläche ist an ihrer der Rinneninnenseite zugewandten Abschlusskante derart nach unten abgekantet, dass sich ein in der Einbaulage vertikal angeordneter Vertikalflansch, eine erste U-Flanke, und im Anschluss daran ein mit einer zweiten U-Flanke an der Rinnenwandung anliegendes U-förmiges Stützprofil anschließt.In both alternatives, the edge of the frame is adjoined by a support surface projecting in the direction of the channel inside, on which a cover grate of the drainage channel can be supported when used as intended. This bearing surface is bent downwards on its side facing the gutter inside end edge, in that a vertical flange arranged vertically in the installed position adjoins a first U-flank, and subsequently adjoins a U-shaped support profile fitting with a second U-flank on the channel wall.
Dabei wird durch die mehrfache Umformung zur Ausbildung der Abkantungen der Zarge zunächst eine Versteifung der Zarge selbst bewirkt. Im Übrigen werden über die Auflagefläche eingeleitete Druckkräfte über die sich an die Auflagefläche anschließende erste U-Flanke zumindest teilweise aufgenommen, nach unten abgeleitet und schließlich über die sich nach abermaligen Abkantungen in eine zweite U-Flanke eingeleitet, die sich wiederum an den Seitenwänden abstützt, sodass die Kräfte in diesen durch die zweite U-Flanke verstärkten Seitenwandbereich eingeleitet werden. Dementsprechend müssen über die Rinnenabdeckung in die Zarge eingeleitete Druckkräfte nicht von dieser allein aufgenommen werden, wie auch nicht allein durch die angrenzenden Rinnenwandungen, sondern vielmehr werden diese gemeinsam aufgenommen und in das die Entwässerungsrinne untergreifende Fundament abgeleitet. Hierdurch kann die erfindungsgemäße Entwässerungsrinne entweder größeren Belastungen ausgesetzt werden oder aber weniger materialaufwändig hergestellt werden.This is caused by the multiple forming to form the folds of the frame first a stiffening of the frame itself. Incidentally, compressive forces introduced via the contact surface are at least partially received via the first U-flank adjoining the contact surface, are drawn downwards and finally introduced via the but after bending into a second U-flank, which in turn is supported on the side walls, so that the forces are introduced in these reinforced by the second U-flank sidewall area. Accordingly, compressive forces introduced via the gutter cover into the frame need not be absorbed by it alone, as well as not alone by the adjacent gutter walls, but rather they are taken together and derived in the underlying foundation under the drainage channel. As a result, the drainage channel according to the invention can either be exposed to greater loads or produced less materially.
In vorteilhafter Ausgestaltung kann der Anlageflansch der Aufsteckzarge in geeigneter Weise mit der angrenzenden Rinnenwandung verbunden werden. In diesem Zusammenhang hat sich insbesondere der Einsatz einer Nietverbindung bewährt.In an advantageous embodiment, the abutment flange of the Aufsteckzarge be suitably connected to the adjacent Rinnenwandung. In this context, in particular the use of a riveted joint has proven itself.
In vorteilhafter Weiterbildung der erfindungsgemäßen Lösung ist die erfindungsgemäße Zarge im Bereich der dem Rinneninneren des Rinnenkörpers zugewandten Innenwange und/oder im Bereich der ersten U-Flanke mit Aussparungen, insbesondere zur Fixierung einer Rinnenabdeckung, versehen. Die Fixierung der Rinnenabdeckung gelingt in einfacher Weise dadurch, dass etwa in Richtung der Aussparungen vorspringende Eingriffselemente mit der Aufsteckzarge verbunden werden und diese somit gegen ein Verschieben in Längsrichtung gesichert ist, also die entsprechenden Abdeckungen in ihrer korrekten Relativposition zur Aufsteckzarge gesichert sind. In abermals vorteilhafter Weiterbildung werden in diesem Zusammenhang lösbare Verbindungselemente eingesetzt, sodass die Rinnenabdeckung bedarfsweise von der Entwässerungsrinne abgenommen werden kann, etwa um diese zu reinigen oder sonstig zu warten, bzw. um erforderlichenfalls die Rinnenabdeckung austauschen zu können.In an advantageous development of the solution according to the invention, the frame according to the invention is provided in the region of the inside of the gutter of the gutter body facing inner cheek and / or in the region of the first U-flank with recesses, in particular for fixing a gutter cover. The fixation of the gutter cover succeeds in a simple manner, that are approximately connected in the direction of the recesses engaging elements with the Aufsteckzarge and this thus against displacement in Secured longitudinally, so the corresponding covers are secured in their correct relative position to Aufsteckzarge. In another advantageous development releasable fasteners are used in this context, so that the gutter cover can be removed if necessary from the drainage channel, about to clean or otherwise to maintain, or if necessary to replace the gutter cover can.
In weiter verbesserter Ausführung kann der Rinnenkörper der Entwässerungsrinne mittels quer zur Längsrichtung des Rinnenkörpers einsetzbarer Lasttraversen versteift sein. Dies hat den Vorteil, dass die Lasttraversen den Rinnenkörper in Querrichtung versteifen, insbesondere einem möglichen Einknicken oder möglichen Einbuchtungen der seitlichen Rinnenwandungen des Rinnenkörpers entgegenstehen, sodass hierdurch die Belastbarkeit des erfindungsgemäßen Rinnenkörpers der Entwässerungsrinne weiter verbessert ist.In a further improved embodiment, the gutter body of the drainage channel can be stiffened by means of transversely to the longitudinal direction of the channel body usable load cross-members. This has the advantage that the load crosspieces stiffen the gutter body in the transverse direction, in particular to prevent possible buckling or possible indentations of the lateral gutter walls of the gutter body, so that in this way the load capacity of the gutter body of the drainage channel according to the invention is further improved.
In konkreter Ausgestaltung sind die Lasttraversen jeweils unmittelbar unterhalb des Abstützflansches der Aufsteckzarge angeordnet, sodass die über die Rinnenabdeckung eingeleiteten Kräfte von den Lasttraversen jeweils aufgenommen und nach außen zu den Rinnenwandungen abgeleitet werden können.In a concrete embodiment, the load cross members are each arranged directly below the support flange of the Aufsteckzarge, so that the introduced via the gutter cover forces can be taken in each case by the load cross members and derived to the outside to the gutter walls.
In konkreter Ausgestaltung sind die Lasttraversen jeweils als nach unten geöffnete Kastenprofile ausgebildet, wodurch eine Materialersparnis gegenüber geschlossenen Kastenkörpern erreicht wird, da eine untere Abdeckung des Kastenprofils keinen wesentlichen Beitrag zur Versteifung mehr leisten würde.In concrete embodiment, the load cross members are each designed as a downwardly open box sections, whereby a material savings compared to closed box bodies is achieved because a lower cover of the box section would make no significant contribution to the stiffening more.
In weiter verbesserter Ausführung sind die Lasttraversen derart ausgebildet, dass die Stirnwandungen der Kastenprofile nicht mit den angrenzenden Seitenwandungen des Kastenprofils unmittelbar verbunden sind, sondern vielmehr beidseits der Stirnwandungen je ein Einsteckschlitz ausgebildet ist. Hierdurch wird zunächst eine weitere Materialersparnis erzielt. Im Übrigen sind die Rinnenwandungen des Rinnenkörpers mit in Richtung des Rinneninneren des Rinnenkörpers vorspringenden Einstecklaschen derart versehen, dass die Stirnwandungen der Lasttraversen jeweils in den Bereich zwischen der in Richtung des Rinneninneren vorspringenden Einstecklaschen und der Rinnenwandungen einsteckbar sind.In a further improved embodiment, the load traverses are designed such that the end walls of the box sections are not directly connected to the adjacent side walls of the box section, but rather on both sides of the end walls is formed a respective insertion slot. As a result, a further saving of material is initially achieved. Incidentally, the channel walls of the channel body are in the direction of the channel interior of the channel body projecting Einstecklaschen provided such that the end walls of the load traverses in each case in the region between the projecting in the direction of the channel interior insertion tabs and the Rinnenwandungen are inserted.
Im Fall einer Aufsteckzarge ist es zudem besonders vorteilhaft, wenn die Lasttraversen jeweils anschließend unmittelbar unterhalb des Abstützflansches der Aufsteckzarge angeordnet sind, mithin diese untergreifen, sodass etwa über eine auf der Aufsteckzarge aufgelagerte Rinnenabdeckung eingeleitete Kräfte nach außen zu den Rinnenwandungen des Rinnenkörpers abgeleitet werden.In the case of a Aufsteckzarge it is also particularly advantageous if the load traverses are then each immediately below the Abstützflansches the Aufsteckzarge, thus reach under this, so about about a mounted on the Aufsteckzarge groove cover forces are discharged to the outside of the gutter walls of the gutter body.
Der Rinnenkörper selbst, insbesondere dessen Rinnenwandungen und dessen Rinnensohle, sind jeweils mit über den Rinnenkörper verteilt angeordneten Einlassöffnungen versehen, sodass nicht nur durch die Rinnenabdeckung eingeleitetes Oberflächenwasser, sondern gegebenenfalls auch in der Rinnenumgebung eintretendes Sickerwasser in den Rinnenkörper eintreten und über diesen abgeführt werden kann.The gutter body itself, in particular its gutter walls and its gutter sole, are each provided with inlet openings distributed over the gutter body, so that not only through the gutter cover introduced surface water, but possibly also in the gutter environment entering leachate entering the gutter body and can be discharged through this.
In vorteilhafter Ausgestaltung ist/sind der Rinnenkörper der Entwässerungsrinne und/oder die Lasttraversen als umgekantete Blechzuschnitte, d. h. aus einem vergleichsweise leichten und daher auch erleichtert zu transportierenden Material, hergestellt.In an advantageous embodiment, the gutter body of the drainage channel and / or the load cross members are / are as folded sheet metal blanks, d. H. made of a comparatively light and therefore also easier to transport material produced.
Die Erfindung wird anhand eines in der Zeichnung nur beispielhaft dargestellten Ausführungsbeispiels näher erläutert. Es zeigen:
Figur 1- eine Entwässerungsrinne mit einer direkt angeformten Zarge in einer perspektivischen Darstellung von schräg oben,
Figur 2- einen Teilquerschnitt der Entwässerungsrinne gemäß
,Figur 1 Figur 3- eine Entwässerungsrinne mit einer Aufsteckzarge in einer perspektivischen Ansicht in einer Explosionsdarstellung,
Figur 4- die in
gezeigte Entwässerungsrinne in einer perspektivischen Ansicht in montiertem Zustand,Figur 3 Figur 5- die in
undFiguren 34 gezeigte Entwässerungsrinne in einer Draufsicht, Figur 6- die in
gezeigte Entwässerungsrinne in einer inFigur 5 mit VI bezeichneten Querschnittansicht, sowieFigur 5 Figur 7- ein in
mit VII bezeichnetes Detail in einer Querschnittansicht.Figur 6
- FIG. 1
- a drainage channel with a directly molded frame in a perspective view obliquely from above,
- FIG. 2
- a partial cross section of the drainage channel according to
FIG. 1 . - FIG. 3
- a drainage channel with a Aufsteckzarge in a perspective view in an exploded view,
- FIG. 4
- in the
FIG. 3 shown drainage channel in a perspective view in the assembled state, - FIG. 5
- in the
Figures 3 and4 shown drainage channel in a plan view, - FIG. 6
- in the
FIG. 5 shown drainage channel in an inFIG. 5 with VI designated cross-sectional view, as well - FIG. 7
- a in
FIG. 6 with VII designated detail in a cross-sectional view.
In der
Der Rinnenkörper 2 ist beidseitig im Bereich der Rinnenwandungen 3, 3' jeweils mit mit den Stirnwänden 20, 20' der Lasttraversen 15 korrespondierenden, in Richtung des Rinneninneren des Rinnenkörpers 2 vorspringenden Einstecklaschen 22, 22' versehen. Dementsprechend können die Lasttraversen 15 mit dem Rinnenkörper 2 bestimmungsgemäß derart verbunden werden, dass die Stirnwände 20, 20' in den Bereich zwischen den Einstecklaschen 22, 22' und der angrenzenden Rinnenwandung 3, 3' eingesteckt werden, sodass die Lasttraversen 15 jeweils bestimmungsgemäß quer zur Längserstreckung des Rinnenkörpers 2 in dem Rinnenkörper 2 angeordnet sind.The
Wie ebenfalls aus
Die Aufsteckzargen 5, 5' bestehen gemäß der Darstellung in
Dabei sind auch die Aufsteckzargen 5, 5' jeweils mit Aussparungen 14, sowohl im Bereich der dem Rinneninneren zugewandten Innenwange 8, als auch im Bereich der Auflagefläche 7 sowie im Bereich der ersten U-Flanke 10, versehen. Diese Aussparungen 14 dienen üblicherweise zur lagerichtigen Befestigung und Fixierung einer in die Aufsteckzarge 5, 5' einzusetzenden Rinnenabdeckung, die in der Zeichnung nicht weiter dargestellt ist.In this case, the
Dabei untergreifen die Lasttraversen 15 jeweils gemäß der Darstellung in
Zusätzlich ist, wie bereits ausgeführt wurde, unmittelbar unterhalb des Stützprofils 11 die Lasttraverse 15 derart angeordnet, dass die Abstützfläche 16 der Lasttraverse 15 das Stützprofil 11 untergreift. Dabei wird die Lasttraverse 15 gemäß der Darstellung in
Im Ergebnis bewirkt demnach die Umkantung 6 der Zarge 5, 5' eine Versteifung sowie einen Kantenschutz für die Oberkante der Rinnenwandungen 3, 3'. Des Weiteren stellt die Zarge 5, 5' beidseitig je eine Auflagefläche 7 für eine in der Zeichnung nicht weiter dargestellte Rinnenabdeckung bereit. Dabei werden etwa über die Rinnenabdeckung eingeleitete Druckkräfte jeweils über die erste U-Flanke 10 nach unten abgeleitet, wobei diese erste U-Flanke 10 des Stützprofils 11 über eine Sohle des Stützprofils 11 und die zweite U-Flanke 12 an der Rinnenwandung 3, 3' abgestützt ist. Im Ergebnis werden dementsprechend die eingeleiteten Druckkräfte über die Rinnenwandungen 3, 3' nach unten entweder in den Untergrund oder in ein die Entwässerungsrinne 1 untergreifendes Fundament bestimmungsgemäß abgeleitet. Dabei bewirkt der Anlageflansch 12 im Bereich der Krafteinleitung in die jeweils angrenzenden Rinnenwandungen 3 und/oder 3' eine zusätzliche Verstärkung und Versteifung in diesem Bereich. Im Übrigen bewirkt die Ausführung der Zarge 5, 5' in mehrfach umgekanteter Form eine Versteifung der Zarge 5, 5' in sich.As a result, therefore, the folded
Zusätzlich ist das Stützprofil 11 jeweils von der Abstützfläche 16 einer Lasttraverse 15 untergriffen, über die ebenfalls ein Lastabtrag erfolgen kann. Auch hier bewirkt der unmittelbar an die Rinnenwandungen 3 und/oder 3' angrenzende Überstand 23 der Stirnwände 20, 20' der Lasttraverse 15 eine zusätzliche Verstärkung und Versteifung. Außerdem bewirkt die Lasttraverse 15 eine Querversteifung des Rinnenkörpers 2 insgesamt.In addition, the
Vorstehend ist somit eine Entwässerungsrinne 1 beschrieben, die aus einem Rinnenkörper, einer Zarge und bedarfsweise einer oder mehreren Lasttraversen durch Zusammenstecken bzw. Verbinden der Einzelteile oder direkt einstückig durch Umkanten und Biegen in einfacher Weise herstellbar ist, wobei durch das Zusammenspiel und die konstruktive Ausgestaltung der vorstehend bezeichneten Einzelteile insgesamt eine stabilere und belastbare Entwässerungsrinne erzeugt wird, sodass die Einzelteile beispielsweise als vergleichsweise dünnwandige Blechzuschnitte hergestellt werden können, ohne dass hierunter die Belastbarkeit der Entwässerungsrinne leiden würde.
Claims (13)
dadurch gekennzeichnet, dass der Zarge (5, 5') unterhalb der Auflagefläche (7) ein U-förmiges, die Auflagefläche (7) untergreifendes Stützprofil (11) angeformt ist, dessen erste U-Flanke (10) mit der Auflagefläche (7) verbunden ist und dessen zweite U-Flanke (12) an der Rinnenwandung (3, 3') anliegt.Drainage channel with a two longitudinally running, by means of a trough sole (4) interconnected Rinnenwandungen (3, 3 ') having channel body (2), and with a frame (5, 5') for Auflagerung a the gutter body (2) cross gutter cover, said Frame (5, 5 ') along an upper edge of a folded edge (6, 6') forms, to which an inner cheek (8) and a substantially vertically projecting from this support surface (7),
characterized in that the frame (5, 5 ') below the support surface (7) has a U-shaped, the support surface (7) under cross-supporting profile (11) is formed, whose first U-flank (10) with the support surface (7) is connected and the second U-flank (12) on the channel wall (3, 3 ') is present.
dadurch gekennzeichnet, dass der Rinnenkörper (2) mittels quer zur Längsrichtung des Rinnenkörpers (2) einsetzbarer Lasttraversen (15) versteift ist.Drainage channel according to one of the preceding claims,
characterized in that the gutter body (2) is stiffened by means of transverse to the longitudinal direction of the gutter body (2) usable load cross-pieces (15).
dadurch gekennzeichnet, dass den Rinnenwandungen (3, 3') und/oder der Rinnensohle (4) über den Rinnenkörper (2) verteilt angeordnete Einlassöffnungen (24) zugeordnet sind.Drainage channel according to one of the preceding claims,
characterized in that the channel walls (3, 3 ') and / or the trough sole (4) over the channel body (2) distributed inlet openings (24) are associated.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP16186880.7A EP3290603B1 (en) | 2016-09-01 | 2016-09-01 | Drainage gutter |
EP19163774.3A EP3527734B1 (en) | 2016-09-01 | 2016-09-01 | Drainage channel with attached frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP16186880.7A EP3290603B1 (en) | 2016-09-01 | 2016-09-01 | Drainage gutter |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
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EP19163774.3A Division-Into EP3527734B1 (en) | 2016-09-01 | 2016-09-01 | Drainage channel with attached frame |
EP19163774.3A Division EP3527734B1 (en) | 2016-09-01 | 2016-09-01 | Drainage channel with attached frame |
Publications (2)
Publication Number | Publication Date |
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EP3290603A1 true EP3290603A1 (en) | 2018-03-07 |
EP3290603B1 EP3290603B1 (en) | 2020-04-01 |
Family
ID=56855322
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
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EP16186880.7A Active EP3290603B1 (en) | 2016-09-01 | 2016-09-01 | Drainage gutter |
EP19163774.3A Active EP3527734B1 (en) | 2016-09-01 | 2016-09-01 | Drainage channel with attached frame |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
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EP19163774.3A Active EP3527734B1 (en) | 2016-09-01 | 2016-09-01 | Drainage channel with attached frame |
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Families Citing this family (1)
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DE202021102026U1 (en) | 2021-04-15 | 2022-07-18 | Richard Brink Gmbh & Co. Kg | drainage channel |
Citations (9)
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DE9400242U1 (en) * | 1994-01-08 | 1994-03-17 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Detachable locking of a cover resting on a base body |
DE19511206A1 (en) | 1994-06-16 | 1996-02-08 | Ahlmann Aco Severin | Surface water U=shaped run=off channel for high flats or buildings |
DE29808197U1 (en) * | 1998-05-07 | 1998-08-20 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Drainage channel |
DE19856689A1 (en) * | 1998-12-09 | 2000-06-15 | Hestag Bauelemente Entwaesseru | Channel for drainage of surface water or bulk material comprises lower part opposite which is displaceable relative to upper part, with movable part in area of shoulder |
DE20200509U1 (en) * | 2002-01-15 | 2002-03-21 | ANRIN Anröchter Rinne GmbH, 59609 Anröchte | Abdeckrostverriegelung |
US20040240941A1 (en) * | 2001-10-04 | 2004-12-02 | Michael Sieber | Drainage device |
DE102007010073A1 (en) | 2006-03-01 | 2007-09-06 | Hauraton Gmbh & Co. Kg | Connecting system for gutter lower parts in building site, has toggle connected with gutter walls by locking units, where one locking unit is connected with one gutter lower part and other unit is connected with other gutter lower part |
US20140110007A1 (en) * | 2012-10-19 | 2014-04-24 | Aco Polymer Products, Inc. | Drainage channels and methods for making drainage channels |
EP2851477A1 (en) | 2013-09-20 | 2015-03-25 | Richard Brink GmbH & Co. KG | Drainage gutter |
Family Cites Families (1)
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DE20005651U1 (en) * | 2000-03-22 | 2000-06-29 | Wiedemann GmbH, 25813 Husum | Channel element for a waste water channel made of sheet metal |
-
2016
- 2016-09-01 EP EP16186880.7A patent/EP3290603B1/en active Active
- 2016-09-01 EP EP19163774.3A patent/EP3527734B1/en active Active
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DE9400242U1 (en) * | 1994-01-08 | 1994-03-17 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Detachable locking of a cover resting on a base body |
DE19511206A1 (en) | 1994-06-16 | 1996-02-08 | Ahlmann Aco Severin | Surface water U=shaped run=off channel for high flats or buildings |
DE29808197U1 (en) * | 1998-05-07 | 1998-08-20 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Drainage channel |
DE19856689A1 (en) * | 1998-12-09 | 2000-06-15 | Hestag Bauelemente Entwaesseru | Channel for drainage of surface water or bulk material comprises lower part opposite which is displaceable relative to upper part, with movable part in area of shoulder |
US20040240941A1 (en) * | 2001-10-04 | 2004-12-02 | Michael Sieber | Drainage device |
DE20200509U1 (en) * | 2002-01-15 | 2002-03-21 | ANRIN Anröchter Rinne GmbH, 59609 Anröchte | Abdeckrostverriegelung |
DE102007010073A1 (en) | 2006-03-01 | 2007-09-06 | Hauraton Gmbh & Co. Kg | Connecting system for gutter lower parts in building site, has toggle connected with gutter walls by locking units, where one locking unit is connected with one gutter lower part and other unit is connected with other gutter lower part |
US20140110007A1 (en) * | 2012-10-19 | 2014-04-24 | Aco Polymer Products, Inc. | Drainage channels and methods for making drainage channels |
EP2851477A1 (en) | 2013-09-20 | 2015-03-25 | Richard Brink GmbH & Co. KG | Drainage gutter |
Also Published As
Publication number | Publication date |
---|---|
EP3290603B1 (en) | 2020-04-01 |
EP3527734B1 (en) | 2020-03-04 |
EP3527734A1 (en) | 2019-08-21 |
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