EP3369862A1 - Gutter element for forming a drainage channel - Google Patents

Gutter element for forming a drainage channel Download PDF

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Publication number
EP3369862A1
EP3369862A1 EP18158028.3A EP18158028A EP3369862A1 EP 3369862 A1 EP3369862 A1 EP 3369862A1 EP 18158028 A EP18158028 A EP 18158028A EP 3369862 A1 EP3369862 A1 EP 3369862A1
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EP
European Patent Office
Prior art keywords
channel element
channel
element according
side walls
gutter
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Granted
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EP18158028.3A
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German (de)
French (fr)
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EP3369862B1 (en
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Erfindernennung liegt noch nicht vor Die
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Wolfa Bauelemente Aus Stahl und Kunststoff Friedrich Wolfarth & Co KG GmbH
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Wolfa Bauelemente Aus Stahl und Kunststoff Friedrich Wolfarth & Co KG GmbH
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    • 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
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00—Paving elements
    • E01C2201/20—Drainage details
    • E01C2201/202—Horizontal drainage channels
    • E01C2201/205—Horizontal drainage channels channels on the top

Definitions

  • the invention relates to a gutter element for the formation of a drainage channel embedded in the ground and embedded in the same according to the preamble of claim 1.
  • Such gutter elements are used for drainage example of garage entrances, parking spaces or underground garages. So that vehicles driving over them do not destroy such drainage channels in a short time, these channel elements must be dimensionally stable and securely anchored in the ground.
  • Conventional drainage channels are therefore made of relatively thick-walled concrete.
  • the drainage channel is usually composed of a plurality of successively arranged channel elements. The laying of such concrete drainage channels is carried out such that first a trench is excavated, which is provided with a sole consisting of lean concrete. The different gutter elements are then lined up aligned on this sole, after which the trench is filled with concrete for embedding the gutter elements on all sides.
  • Such concrete elements made of concrete have a very large weight, so that the handling when laying and embedding in the ground is relatively heavy. For example, a 1-meter long concrete channel element can be laid as widely as possible. Due to the relatively high impact sensitivity of the existing concrete elements of the gutter is also the transport, which can usually be done only with a truck anyway, additionally associated with an increased risk of damage. Furthermore, the brittleness of the channel elements made of concrete also results in problems during storage. Thus, such channel elements must be transported and stored very carefully, so that a direct superimposition and abutment of the channel elements is avoided as possible.
  • U1 is a generic gutter element known, which is made of plastic instead of concrete.
  • plastic in the manufacture of the gutter element, the weight of the gutter element can be significantly reduced.
  • the channel element In order to discharge the water, such as rainwater or dripping water, the channel element forms a U-shaped channel, which consists of a horizontal bottom portion and two lateral side walls.
  • a metallic cover grille is attached to the top of the channel element, which is permeable to water and at the same time forms a good road surface.
  • a disadvantage of these metallic Abdeckrosten is that in the cleaning of the gutter element, for example, to remove leaves and other debris from the U-shaped channel, each of the cover must be removed.
  • the cost of the gutter element significantly increased by the additional cover grate.
  • the gutter element according to the invention is based on the basic idea that at least one support web, which extends vertically upwards, is formed on the bottom section between the side walls.
  • the upper end of the support web extends substantially at the same height as the upper end of the two side walls.
  • the U-shaped channel of the gutter element is divided by the attached at the top of the bottom portion supporting webs into a plurality of U-shaped sub-channels, wherein the free distance between the individual sub-channels correspondingly smaller and thus easily traversable.
  • the number of attached between the two side walls supporting webs is ultimately optionally adapted to the particular application, the free distance between the side walls and the support webs should not exceed a certain level to ensure the Sprintwald Anlagen the top of the gutter element.
  • the free distance between the side walls and the support webs should not exceed a certain level to ensure the Sprintfahriana the top of the gutter element.
  • four support webs are integrally formed on the bottom portion between the two side walls.
  • a total width of the channel element of, for example, 120 mm
  • five partial channels with a width in the range between 10 and 15 mm result from the side walls and the four support webs. This width of the individual sub-channels can then be run over easily without attaching a Abdeckrostes with a vehicle.
  • the material transitions between the support web on the one hand and the bottom portion on the other hand are rounded with transition radii.
  • the water drainage element itself is initially formed impermeable to water.
  • the water drainage element preferably has to have nominal bore markings.
  • the user can break the water impermeability of the water outlet by attaching appropriate holes on the target bore markings and in this way easily realize the desired water drainage element by attaching the holes only on the site.
  • one or more stiffening ribs can be formed on the underside of the bottom section.
  • the gutter elements according to the invention are often embedded in concrete in road surfaces. This means that the gutter elements on site are first attached with suitable mounting means at the desired height and then cast around with concrete. The initially not yet cured concrete is then smoothed on the top of the channel elements, so that forms in the height of the upper end of the support webs or the side walls, a subsequent smooth concrete road surface.
  • This attachment of the initially liquid concrete when pouring the gutter elements and in particular the smoothing of the concrete to form the concrete road surface is greatly simplified if a removable cover is arranged at the top of the gutter element, with which the individual gutters formed between the support webs and the side walls from above be closed.
  • the cover elements are fixed on the top of the gutter element, is basically arbitrary. This can be realized in a particularly simple manner by means of clamping elements which are arranged on the underside of the cover element and engage in a fixed manner on the support webs or on the side walls.
  • the cover can be made of sheet metal.
  • the clamping elements for fixing the cover can be easily integrated into the cover by appropriate cutting and bending of the sheet material.
  • the gutter elements In order to allow the concreting element to be concreted in, the gutter elements must be pre-fixed at the desired height before applying the concrete with suitable mounting means. In order to realize this in a simple manner, it is particularly advantageous if at least one upright element can be fastened to the underside of the bottom section.
  • the stand element itself can then be mounted on the top of the respective structure, for example the raw ceiling of an underground car park. By the stand element itself a predetermined installation height of the gutter element is then secured over the building. Once all channel elements are prefixed to the structure in this way, the spaces between the structures and the gutter elements can be poured with concrete, and thereby formed the road surface and the gutter elements are fixed in the roadway.
  • the top of the gutter elements defines the height of the road surface later formed when concreting the roadway.
  • the stator element comprises an adjusting device with which the installation height of the gutter element on the building, in attachment of the stator element between the building and the gutter element, is adjustable.
  • the adjusting device In which constructive manner the adjusting device is designed is basically arbitrary. Particularly simple and inexpensive, the adjustment can be designed in the manner of a setting thread. By attaching and adjusting adjusting nuts then the installation height of the gutter element can be easily varied and fixed.
  • the channel elements are made of a thermosetting plastic.
  • reinforcing fibers in particular glass fibers, are embedded.
  • the channel elements according to the invention can be produced particularly easily and inexpensively and mechanically highly stable from prefabricated thermosetting prepregs.
  • the thermosetting prepregs which already contain the desired amount of glass fibers, are introduced into a suitable mold and cured there under heat after formation of the desired geometry of the channel element.
  • Fig. 1 shows a channel element 01, which is made of a glass fiber reinforced thermosetting plastic in a perspective view from above.
  • a plurality of channel elements 01 can be arranged one behind the other in a road surface, to allow the outflow of surface water.
  • Fig. 2 shows the channel element 01 in cross section along the section line II (see Fig. 4 ).
  • the channel element 01 comprises a bottom section 02 and two side walls 03 and 04. Between the side walls 03 and 04, four support webs 05 are integrally formed on the upper side of the bottom section 02.
  • the upper end 06 of the support webs 05 extends in the amount of the upper end 07 and 08 of the two side walls 03 and 04.
  • FIG. 3 and FIG. 4 show the channel element 01 in lateral view or in top view. It can be seen at the right end of the channel element 01 a molded into the channel element 01 water drainage element 12, to which a water outlet nozzle and a water drain pipe can be connected.
  • the water drainage element 12 is initially formed impermeable to water and thus contains no water-permeable recesses. Instead, in the water drain element Sollbohrungsmark isten (in FIG. 3 and FIG. 4 not shown) molded in order to facilitate the user in the event that a gutter element is to be equipped with a water drainage element, the attachment of corresponding holes in the region of the water drainage element 12. As far as the user has pierced the water drain element 12 at the desired bore markings, it is then permeable to water, so that the guided in the sub-channels 09 water can flow down.
  • Fig. 5 shows the channel element 01 when mounted on two uprights elements 14 and 15.
  • first of each sheet metal web 16 is fixed from the underside of the channel element 01, which projects laterally against the channel element 01.
  • two through holes are provided in each case, which are penetrated by threaded rods 17.
  • the height of the channel element 01 with respect to the surface 19 of a building on which the stator elements 14 and 15 are turned off, can be varied.
  • Fixtechniksmuttern 20 the channel element 01 can then on the Stand elements 14 and 15 are fixed.
  • a cover 21 is attached, with which the sub-channels 09 of the channel member 01 are closed from above, to prevent ingress of liquid concrete in the sub-channels 09 during pouring concrete.
  • Fig. 6 shows the channel element 01, the stator element 14 and the cover 21 in arrangement on the bare ceiling 22 of an underground car park in a lateral view.
  • Fig. 7 shows the channel element 01, the stator element 14 and the cover 21 after the casting with concrete 23 to form a road surface 24 in cross section. It can be seen that the upper ends 06, 07 and 08 of the support webs 05 and the side walls 03 and 04 lie exactly at the level of the road surface 24 formed by the concrete mass 23 and thus can be run over easily by vehicle wheels. Through the cover 21, the penetration of liquid concrete mass 23, while smoothing the road surface 24, easily avoided. On the underside of the cover 21 clamping elements 25 are provided with which the cover 21 can be fixed on the channel element 01. Clamping elements 25 are realized by cutting and bending down the sheet material from which the cover 21 is made.
  • Fig. 8 shows the final state after installation of the gutter element 01 in the concrete poured road surface 24.
  • the sub-channels 09 are open at the top and can smoothly dissipate the incident on the road surface 24 surface water sideways and thus drain the road surface 24 in the desired manner ,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Road Paving Structures (AREA)
  • Sewage (AREA)

Abstract

Rinnenelement (01) zur Bildung einer in einer Fahrbahn verlegten und über die gesamte Höhe im Boden eingebetteten Entwässerungsrinne, wobei das Rinnenelement einen im Wesentlichen U-förmigen Kanal mit einem horizontalen Bodenabschnitt (02) und zwei seitlich des Bodenabschnitts (02) angeformten, vertikalen Seitenwandungen (03, 04) umfasst, und wobei das Rinnenelement (01) aus Kunststoff besteht, wobei am Bodenabschnitt (02) zwischen den Seitenwandungen (03, 04) zumindest ein Stützsteg (05) angeformt ist, der sich vertikal nach oben erstreckt, wobei das obere Ende (06) des Stützstegs (05) im Wesentlichen in der gleichen Höhe verläuft wie das obere Ende der beiden Seitenwandungen (03, 04).Channel element (01) for forming a laid in a roadway and over the entire height embedded in the bottom drainage channel, wherein the channel element has a substantially U-shaped channel with a horizontal bottom portion (02) and two laterally of the bottom portion (02) integrally formed vertical side walls (03, 04), and wherein the channel element (01) consists of plastic, wherein at the bottom portion (02) between the side walls (03, 04) at least one support web (05) is formed, which extends vertically upward, wherein the upper end (06) of the support web (05) extends substantially at the same height as the upper end of the two side walls (03, 04).

Description

Die Erfindung betrifft ein Rinnenelement zur Bildung einer im Boden verlegten und in diesem eingebetteten Entwässerungsrinne gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a gutter element for the formation of a drainage channel embedded in the ground and embedded in the same according to the preamble of claim 1.

Derartige Rinnenelemente dienen zur Entwässerung beispielsweise von Garageneinfahrten, Stellplätzen oder Tiefgaragen. Damit darüberfahrende Kraftfahrzeuge derartige Entwässerungsrinnen nicht in kurzer Zeit zerstören, müssen diese Rinnenelemente formstabil ausgebildet und sicher im Untergrund verankert sein. Herkömmliche Entwässerungsrinnen werden deshalb aus relativ dickwandigem Beton gebildet. Die Entwässerungsrinne setzt sich dabei in der Regel aus mehreren hintereinander angeordneten Rinnenelementen zusammen. Die Verlegung derartiger aus Beton bestehenden Entwässerungsrinnen erfolgt derart, dass zunächst ein Graben ausgehoben wird, der mit einer aus Magerbeton bestehenden Sohle versehen wird. Auf diese Sohle werden dann die verschiedenen Rinnenelemente aneinandergereiht ausgerichtet, wonach der Graben zur allseitigen Einbettung der Rinnenelemente mit Beton aufgefüllt wird.Such gutter elements are used for drainage example of garage entrances, parking spaces or underground garages. So that vehicles driving over them do not destroy such drainage channels in a short time, these channel elements must be dimensionally stable and securely anchored in the ground. Conventional drainage channels are therefore made of relatively thick-walled concrete. The drainage channel is usually composed of a plurality of successively arranged channel elements. The laying of such concrete drainage channels is carried out such that first a trench is excavated, which is provided with a sole consisting of lean concrete. The different gutter elements are then lined up aligned on this sole, after which the trench is filled with concrete for embedding the gutter elements on all sides.

Derartige aus Beton hergestellte Rinnenelemente haben ein sehr großes Gewicht, so dass die Handhabung beim Verlegen und Einbetten im Untergrund relativ schwer ist. So kann beispielsweise ein 1-Meter langes Kanalelement aus Beton möglichst breit verlegt werden. Durch die relativ große Schlagempfindlichkeit der aus Beton bestehenden Rinnenelemente ist außerdem der Transport, der ohnehin in der Regel nur mit einem Lastkraftwagen erfolgen kann, zusätzlich mit einem erhöhten Beschädigungsrisiko verbunden. Ferner ergeben sich durch die Sprödigkeit der aus Beton hergestellten Rinnenelemente auch Probleme bei der Lagerung. So müssen derartige Rinnenelemente sehr vorsichtig transportiert und gelagert werden, so dass ein direktes Aufeinanderliegen und Anstoßen der Rinnenelemente möglichst vermieden wird.Such concrete elements made of concrete have a very large weight, so that the handling when laying and embedding in the ground is relatively heavy. For example, a 1-meter long concrete channel element can be laid as widely as possible. Due to the relatively high impact sensitivity of the existing concrete elements of the gutter is also the transport, which can usually be done only with a truck anyway, additionally associated with an increased risk of damage. Furthermore, the brittleness of the channel elements made of concrete also results in problems during storage. Thus, such channel elements must be transported and stored very carefully, so that a direct superimposition and abutment of the channel elements is avoided as possible.

Durch Erhöhung der Wandstärke der Rinnenelemente kann man die Transport- und Lagerschäden zwar reduzieren, allerdings führt dieser Schritt auf der Gegenseite dazu, dass die Montage und insbesondere die Verlegearbeiten noch schwieriger werden.By increasing the wall thickness of the gutter elements can indeed reduce the transport and storage damage, but this step leads to the opposite side that the assembly and in particular the laying work even more difficult.

Aus der DE 82 20 949 U1 ist ein gattungsgemäßes Rinnenelement bekannt, das statt aus Beton aus Kunststoff hergestellt ist. Durch die Verwendung von Kunststoff bei der Herstellung des Rinnenelements kann das Gewicht des Rinnenelements signifikant reduziert werden. Um das Wasser, beispielsweise Niederschlagswasser oder Tropfwasser abführen zu können, bildet das Rinnenelement einen U-förmigen Kanal, der aus einem horizontalen Bodenabschnitt und zwei seitlichen Seitenwandungen besteht. Um das Übertragen des U-förmigen Kanals problemlos zu ermöglichen, wird an der Oberseite des Rinnenelements ein metallischer Abdeckrost angebracht, der wasserdurchlässig ist und zugleich eine gut befahrbare Fahrbahnoberfläche bildet.From the DE 82 20 949 U1 is a generic gutter element known, which is made of plastic instead of concrete. By using plastic in the manufacture of the gutter element, the weight of the gutter element can be significantly reduced. In order to discharge the water, such as rainwater or dripping water, the channel element forms a U-shaped channel, which consists of a horizontal bottom portion and two lateral side walls. In order to facilitate the transfer of the U-shaped channel easily, a metallic cover grille is attached to the top of the channel element, which is permeable to water and at the same time forms a good road surface.

Nachteilig an diesen metallischen Abdeckrosten ist es, dass bei der Reinigung des Rinnenelements, um beispielsweise Laub und andere Schmutzpartikel aus dem U-förmigen Kanal zu entfernen, jeweils der Abdeckrost abgenommen werden muss. Außerdem werden die Kosten für das Rinnenelement durch den zusätzlichen Abdeckrost wesentlich erhöht. Beim Transport und der Lagerung der Rinnenelemente muss außerdem streng darauf geachtet werden, dass die einzelnen Abdeckroste nicht von den jeweils zugeordneten Rinnenelementen getrennt werden.A disadvantage of these metallic Abdeckrosten is that in the cleaning of the gutter element, for example, to remove leaves and other debris from the U-shaped channel, each of the cover must be removed. In addition, the cost of the gutter element significantly increased by the additional cover grate. When transporting and storing the channel elements, care must also be taken to ensure that the individual covering gratings are not separated from the respectively assigned channel elements.

Ausgehend von diesem Stand der Technik ist es Aufgabe der vorliegenden Erfindung, ein neues Rinnenelement zur Bildung einer Entwässerungsrinne vorzuschlagen, das die oben beschriebenen Nachteile von metallischen Abdeckrosten vermeidet.Based on this prior art, it is an object of the present invention to provide a new gutter element for forming a drainage channel, which avoids the disadvantages of metallic Abdeckrosten described above.

Diese Aufgabe wird durch ein Rinnenelement nach der Lehre des Anspruchs 1 gelöst.This object is achieved by a channel element according to the teaching of claim 1.

Vorteilhafte Ausführungsformen der Erfindung sind Gegenstand der Unteransprüche.Advantageous embodiments of the invention are the subject of the dependent claims.

Das erfindungsgemäße Rinnenelement beruht auf dem Grundgedanken, dass am Bodenabschnitt zwischen den Seitenwandungen zumindest ein Stützsteg angeformt ist, der sich vertikal nach oben erstreckt. Das obere Ende des Stützstegs verläuft dabei im Wesentlichen in der gleichen Höhe wie das obere Ende der beiden Seitenwandungen. Durch den Stützsteg zwischen den beiden Seitenwandungen wird der freie Abstand zwischen den Seitenwandungen abhängig von der Anzahl der Stützstege halbiert, gedrittelt, geviertelt usw. Durch die signifikante Verringerung der Abstände zwischen den Seitenwandungen und den Stützstegen kann im Ergebnis auch ohne Anbringung eines Abdeckrostes eine gut befahrbare Fahrbahn an der Oberseite des Rinnenelements gebildet werden. Denn aufgrund des Durchmessers von Fahrzeugreifen ist ein freier Abstand zwischen den Seitenwandungen und den einzelnen Stützstegen von beispielsweise lediglich 10 bis 20 mm problemlos überfahrbar. Im Ergebnis wird der U-förmige Kanal des Rinnenelements durch die an der Oberseite des Bodenabschnitts angebrachten Stützstege in mehrere U-förmige Teilkanäle aufgeteilt, wobei der freie Abstand zwischen den einzelnen Teilkanälen entsprechend kleiner und damit problemlos überfahrbar ist.The gutter element according to the invention is based on the basic idea that at least one support web, which extends vertically upwards, is formed on the bottom section between the side walls. The upper end of the support web extends substantially at the same height as the upper end of the two side walls. By the support web between the two side walls of the free distance between the side walls is halved depending on the number of support webs, divided, quartered, etc. By significantly reducing the distances between the side walls and the support webs can result in a well passable even without attachment of a grating Roadway are formed at the top of the gutter element. Because due to the diameter of vehicle tires, a free distance between the side walls and the individual support webs, for example, only 10 to 20 mm easily overridden. As a result, the U-shaped channel of the gutter element is divided by the attached at the top of the bottom portion supporting webs into a plurality of U-shaped sub-channels, wherein the free distance between the individual sub-channels correspondingly smaller and thus easily traversable.

Die Anzahl der zwischen den beiden Seitenwandungen angebrachten Stützstege ist letztendlich wahlweise auf den jeweiligen Anwendungsfall anpassbar, wobei der freie Abstand zwischen Seitenwandungen und den Stützstegen ein bestimmtes Maß nicht überschreiten sollte, um die Überfahrbarkeit der Oberseite des Rinnenelements zu gewährleisten. Für Rinnenelemente mit üblichen Größendimensionen hat es sich als besonders vorteilhaft erwiesen, dass zwischen den beiden Seitenwandungen vier Stützstege an den Bodenabschnitt angeformt sind. Bei einer Gesamtbreite des Rinnenelements von beispielweise 120 mm ergeben sich dabei durch die Seitenwandungen und die vier Stützstege fünf Teilkanäle mit einer Breite im Bereich zwischen 10 und 15 mm. Diese Breite der einzelnen Teilkanäle kann dann auch ohne Anbringung eines Abdeckrostes problemlos mit einem Fahrzeug überfahren werden.The number of attached between the two side walls supporting webs is ultimately optionally adapted to the particular application, the free distance between the side walls and the support webs should not exceed a certain level to ensure the Überfahrbarkeit the top of the gutter element. For gutter elements with conventional size dimensions, it has proved to be particularly advantageous that four support webs are integrally formed on the bottom portion between the two side walls. In the case of a total width of the channel element of, for example, 120 mm, five partial channels with a width in the range between 10 and 15 mm result from the side walls and the four support webs. This width of the individual sub-channels can then be run over easily without attaching a Abdeckrostes with a vehicle.

Um ein Ausbrechen der Stützstege bei Belastung zu vermeiden und zugleich die Reinigung der einzelnen Teilkanäle zu vereinfachen, ist es besonders vorteilhaft, wenn die Materialübergänge zwischen dem Stützsteg einerseits und dem Bodenabschnitt andererseits mit Übergangsradien ausgerundet sind.In order to avoid breakage of the support webs under load and at the same time to simplify the cleaning of the individual subchannels, it is particularly advantageous if the material transitions between the support web on the one hand and the bottom portion on the other hand are rounded with transition radii.

Bei den aus dem Stand der Technik bekannten Rinnenelementen ist es üblich am Ende eines aus mehreren Rinnenelementen gebildeten Wasserablaufkanals ein weiteres spezielles Entwässerungsrinnenelement anzuordnen, das ausschließlich als Wassereinlaufzapfen dient. Die Kommissionierung, Lagerung und der Transport solcher spezieller Wasser-Einlaufkästen stellt einen hohen logistischen und damit kostenmäßigen Aufwand dar. Zur Vermeidung dieses Aufwands ist es besonders vorteilhaft, wenn in das erfindungsgemäße Rinnenelement bereits ein Wasserablaufelement eingeformt ist. Soweit das jeweilige Rinnenelement keinen Wasserablauf bilden soll, wird dieses bereits angeformte Wasserablaufelement abgedichtet.In the channel elements known from the prior art, it is customary to arrange at the end of a water drainage channel formed from a plurality of channel elements another special drainage channel element which serves exclusively as a water inlet pin. The picking, storage and transport of such special water inlet boxes represents a high logistical and thus cost expense. To avoid this expense, it is particularly advantageous if in the gutter element according to the invention already a water drainage element is formed. As far as the respective gutter element should not form a drain, this already formed water drainage element is sealed.

Um die Abdichtung des Wasserablaufelements im Rinnenelement zu vermeiden, ist es vorteilhaft, wenn das Wasserablaufelement selbst zunächst wasserundurchlässig ausgebildet ist. In diesem Fall muss das Wasserablaufelement bevorzugt Sollbohrungsmarkierungen aufweisen. Soweit das einzelne Rinnenelement dann zugleich als Wasserablauf dienen soll, kann der Benutzer durch Anbringung entsprechender Bohrungen an den Sollbohrungsmarkierungen die Wasserundurchlässigkeit des Wasserablaufs durchbrechen und auf diese Weise problemlos das gewünschte Wasserablaufelement durch Anbringung der Bohrungen erst auf der Baustelle realisieren.In order to avoid the sealing of the water drainage element in the channel element, it is advantageous if the water drainage element itself is initially formed impermeable to water. In this case, the water drainage element preferably has to have nominal bore markings. As far as the individual gutter element then also serves as a drainage, the user can break the water impermeability of the water outlet by attaching appropriate holes on the target bore markings and in this way easily realize the desired water drainage element by attaching the holes only on the site.

Um die mechanische Festigkeit des Rinnenelements zu erhöhen, kann an der Unterseite des Bodenabschnitts eine oder mehrere Versteifungsrippen angeformt werden.In order to increase the mechanical strength of the channel element, one or more stiffening ribs can be formed on the underside of the bottom section.

Die erfindungsgemäßen Rinnenelemente werden vielfach in Fahrbahnoberflächen einbetoniert. Dies bedeutet, dass die Rinnenelemente baustellenseitig zunächst mit geeigneten Montagemitteln in der gewünschten Höhe angebracht und anschließend mit Beton umgossen werden. Der zunächst noch nicht ausgehärtete Beton wird dann an der Oberseite der Rinnenelemente glattgestrichen, so dass sich in der Höhe des oberen Endes der Stützstege bzw. der Seitenwandungen eine daran anschließende glatte Beton-Fahrbahnoberfläche bildet. Diese Anbringung des zunächst flüssigen Betons beim Umgießen der Rinnenelemente und insbesondere das Glattstreichen des Betons zur Bildung der betonierten Fahrbahnoberfläche wird erheblich vereinfacht, wenn an der Oberseite des Rinnenelements ein abnehmbares Abdeckelement angeordnet ist, mit dem die zwischen den Stützstegen und den Seitenwandungen gebildeten Einzelrinnen von oben verschlossen werden. Im Ergebnis wird also durch das Abdeckelement während des Eingießens der Rinnenelemente in den Beton ein unerwünschtes Eindringen des Betons in die Einzelrinnen des Rinnenelements vermieden. Sobald der Beton dann vollständig ausgehärtet ist, können die Abdeckelemente abgenommen und damit die Rinnenelemente ihrer Funktion zur Wasserabführung zugeführt werden.The gutter elements according to the invention are often embedded in concrete in road surfaces. This means that the gutter elements on site are first attached with suitable mounting means at the desired height and then cast around with concrete. The initially not yet cured concrete is then smoothed on the top of the channel elements, so that forms in the height of the upper end of the support webs or the side walls, a subsequent smooth concrete road surface. This attachment of the initially liquid concrete when pouring the gutter elements and in particular the smoothing of the concrete to form the concrete road surface is greatly simplified if a removable cover is arranged at the top of the gutter element, with which the individual gutters formed between the support webs and the side walls from above be closed. As a result, therefore, undesirable penetration of the concrete into the individual channels of the channel element is avoided by the cover element during the pouring of the channel elements into the concrete. Once the concrete is fully cured is, the cover can be removed and thus the gutter elements their function for water removal are supplied.

In welcher Weise die Abdeckelemente auf der Oberseite des Rinnenelements fixiert werden, ist grundsätzlich beliebig. Besonders einfach kann dies mittels Klemmelementen realisiert werden, die an der Unterseite des Abdeckelements angeordnet sind und an den Stützstegen bzw. an den Seitenwandungen fixierend zum Eingriff kommen.In what way the cover elements are fixed on the top of the gutter element, is basically arbitrary. This can be realized in a particularly simple manner by means of clamping elements which are arranged on the underside of the cover element and engage in a fixed manner on the support webs or on the side walls.

Besonders einfach und kostengünstig kann das Abdeckelement aus Blechmaterial hergestellt werden. In diesem Fall können die Klemmelemente zur Fixierung des Abdeckelements durch entsprechendes Ausschneiden und Umbiegen des Blechmaterials problemlos in das Abdeckelement integriert werden.Particularly simple and inexpensive, the cover can be made of sheet metal. In this case, the clamping elements for fixing the cover can be easily integrated into the cover by appropriate cutting and bending of the sheet material.

Um das Einbetonieren des Rinnenelements zu ermöglichen, müssen die Rinnenelemente vor dem Ausbringen des Betons mit geeigneten Montagemitteln in der gewünschten Höhe vorfixiert werden. Um dies in einfacher Weise zu realisieren ist es besonders vorteilhaft, wenn an der Unterseite des Bodenabschnitts zumindest ein Ständerelement befestigbar ist. Das Ständerelement selbst kann dann auf der Oberseite des jeweiligen Baukörpers, beispielsweise der Rohdecke einer Tiefgarage, angebracht werden. Durch das Ständerelement selbst wird dann eine vorgegebene Einbauhöhe des Rinnenelements über dem Baukörper gesichert. Sobald alle Rinnenelemente an dem Baukörper in dieser Weise vorfixiert sind, können die Zwischenräume zwischen den Baukörpern und den Rinnenelementen mit Beton ausgegossen, und dadurch die Fahrbahnoberfläche gebildet und die Rinnenelemente in der Fahrbahn fixiert werden.In order to allow the concreting element to be concreted in, the gutter elements must be pre-fixed at the desired height before applying the concrete with suitable mounting means. In order to realize this in a simple manner, it is particularly advantageous if at least one upright element can be fastened to the underside of the bottom section. The stand element itself can then be mounted on the top of the respective structure, for example the raw ceiling of an underground car park. By the stand element itself a predetermined installation height of the gutter element is then secured over the building. Once all channel elements are prefixed to the structure in this way, the spaces between the structures and the gutter elements can be poured with concrete, and thereby formed the road surface and the gutter elements are fixed in the roadway.

Die Oberseite der Rinnenelemente definiert die Höhe der später beim Betonieren der Fahrbahn gebildeten Fahrbahnoberfläche. Um die einzelnen Rinnenelemente gemäß dem gewünschten Höhenniveau einfach ausrichten zu können, ist es besonders vorteilhaft, wenn das Ständerelement eine Einstelleinrichtung umfasst, mit der die Einbauhöhe des Rinnenelements über den Baukörper, bei Anbringung des Ständerelements zwischen dem Baukörper und dem Rinnenelement, einstellbar ist.The top of the gutter elements defines the height of the road surface later formed when concreting the roadway. In order to easily align the individual channel elements according to the desired height level, it is particularly advantageous if the stator element comprises an adjusting device with which the installation height of the gutter element on the building, in attachment of the stator element between the building and the gutter element, is adjustable.

In welcher konstruktiven Art die Einstelleinrichtung ausgebildet ist, ist grundsätzlich beliebig. Besonders einfach und kostengünstig kann die Einstelleinrichtung in der Art eines Einstellgewindes ausgebildet sein. Durch Anbringung und Einstellung von Stellmuttern kann dann die Einbauhöhe des Rinnenelements problemlos variiert und fixiert werden.In which constructive manner the adjusting device is designed is basically arbitrary. Particularly simple and inexpensive, the adjustment can be designed in the manner of a setting thread. By attaching and adjusting adjusting nuts then the installation height of the gutter element can be easily varied and fixed.

Aus welchem Kunststoff die Rinnenelemente hergestellt sind, ist grundsätzlich beliebig. Eine besonders hohe Stabilität und Haltbarkeit ergibt sich, wenn die Rinnenelemente aus einem Duroplast hergestellt sind. Um eine besonders hohe mechanische Festigkeit zu realisieren, ist es vorteilhaft wenn in den Kunststoff, aus dem die Rinnenelemente gebildet sind, Verstärkungsfasern, insbesondere Glasfasern, eingebettet sind. So können die erfindungsgemäßen Rinnenelemente besonders einfach und kostengünstig und mechanisch hochstabil aus vorgefertigten Duroplast-Prepregs produziert werden. Die Duroplast-Prepregs, die bereits die gewünschte Menge an Glasfasern enthalten, werden dazu in eine geeignete Pressform eingebracht und dort nach Ausbildung der gewünschten Geometrie des Rinnenelements unter Hitze ausgehärtet.From which plastic the gutter elements are made, is basically arbitrary. A particularly high stability and durability results when the channel elements are made of a thermosetting plastic. In order to realize a particularly high mechanical strength, it is advantageous if in the plastic from which the channel elements are formed, reinforcing fibers, in particular glass fibers, are embedded. Thus, the channel elements according to the invention can be produced particularly easily and inexpensively and mechanically highly stable from prefabricated thermosetting prepregs. The thermosetting prepregs, which already contain the desired amount of glass fibers, are introduced into a suitable mold and cured there under heat after formation of the desired geometry of the channel element.

Eine Ausführungsform der Erfindung ist in den Zeichnungen schematisch dargestellt und wird nachfolgend beispielhaft erläutert.An embodiment of the invention is shown schematically in the drawings and is explained below by way of example.

Es zeigen:

Fig. 1
ein erfindungsgemäßes Rinnenelement in perspektivischer Ansicht von oben;
Fig. 2
das Rinnenelement gemäß Fig. 1 im Querschnitt;
Fig. 3
das Rinnenelement gemäß Fig. 1 in seitlicher Ansicht;
Fig. 4
das Rinnenelement gemäß Fig. 1 in Ansicht von oben;
Fig. 5
das Rinnenelement gemäß Fig. 1 bei Montage auf zwei Ständerelementen und bei Abdeckung in einem Abdeckelement in perspektivischer Ansicht von oben;
Fig. 6
das Rinnenelement und die Ständerelemente und das Abdeckelement gemäß Fig. 5 in seitlicher Ansicht;
Fig. 7
das Rinnenelement, das Ständerelement und das Abdeckelement gemäß Fig. 6 nach der Bildung einer Fahrbahnoberfläche durch Ausgießen mit Beton im Querschnitt;
Fig. 8
das Rinnenelement und das Ständerelement gemäß Fig. 7 nach Abnehmen des Abdeckelements zur Bildung der fertigen Fahrbahnoberfläche.
Show it:
Fig. 1
an inventive gutter element in a perspective view from above;
Fig. 2
the gutter element according to Fig. 1 in cross-section;
Fig. 3
the gutter element according to Fig. 1 in lateral view;
Fig. 4
the gutter element according to Fig. 1 in top view;
Fig. 5
the gutter element according to Fig. 1 when mounted on two uprights and when covered in a cover in a perspective view from above;
Fig. 6
the gutter element and the stator elements and the cover according to Fig. 5 in lateral view;
Fig. 7
the gutter element, the stator element and the cover according to Fig. 6 after the formation of a road surface by pouring with concrete in cross section;
Fig. 8
the gutter element and the stator element according to Fig. 7 after removing the cover member to form the finished road surface.

Fig. 1 zeigt ein Rinnenelement 01, das aus einem glasfaserverstärkten Duroplast hergestellt ist in perspektivischer Ansicht von oben. Zur Bildung einer Entwässerungsrinne können mehrere Rinnenelemente 01 hintereinander in einer Fahrbahnoberfläche angeordnet werden, um das Abfließen von Oberflächenwasser zu ermöglichen. Fig. 1 shows a channel element 01, which is made of a glass fiber reinforced thermosetting plastic in a perspective view from above. To form a drainage channel a plurality of channel elements 01 can be arranged one behind the other in a road surface, to allow the outflow of surface water.

Fig. 2 zeigt das Rinnenelement 01 im Querschnitt entlang der Schnittlinie I-I (siehe Fig. 4). Das Rinnenelement 01 umfasst einen Bodenabschnitt 02 und zwei Seitenwandungen 03 und 04. Zwischen den Seitenwandungen 03 und 04 sind vier Stützstege 05 an der Oberseite des Bodenabschnitts 02 einförmig angeformt. Das obere Ende 06 der Stützstege 05 verläuft dabei in der Höhe des oberen Endes 07 bzw. 08 der beiden Seitenwandungen 03 und 04. Nach Einbau des Rinnenelement 01 in einen Fahrbahnbelag werden die oberen Enden 06 der Stützelemente 05 und die oberen Enden 07 und 08 der beiden Seitenwandungen 03 und 04 zum Teil der Fahrbahnoberfläche, auf denen ein Fahrzeug abrollen kann. Durch die Anordnung der Stützelemente 05 zwischen den beiden Seitenwandungen 03 und 04 wird die Breite der von den Seitenwandungen 03 und 04 und den Stützelementen 05 gebildeten Teilkanäle 09 soweit herabgesetzt, dass das Überfahren der Teilkanäle 09 durch Abrollen auf den oberen Enden 06, 07 und 08 problemlos ermöglicht wird. An der Unterseite des Bodenabschnitts 02 sind zur Erhöhung der mechanischen Stabilität des Rinnenelements 01 Versteifungsrippen 10 und 11 einstückig angeformt. Am Materialübergang zwischen den Stützstegen 05 und dem Bodenabschnitt 02 sind Übergangsradien 13 angebracht, um die Reinigung der Teilkanäle 09 zu vereinfachen und die mechanische Stabilität der Stützstege 05 zu erhöhen. Fig. 2 shows the channel element 01 in cross section along the section line II (see Fig. 4 ). The channel element 01 comprises a bottom section 02 and two side walls 03 and 04. Between the side walls 03 and 04, four support webs 05 are integrally formed on the upper side of the bottom section 02. The upper end 06 of the support webs 05 extends in the amount of the upper end 07 and 08 of the two side walls 03 and 04. After installation of the channel element 01 in a road surface, the upper ends 06 of the support members 05 and the upper ends 07 and 08 of Both side walls 03 and 04 part of the road surface on which a vehicle can roll. Due to the arrangement of the support elements 05 between the two side walls 03 and 04, the width of the sub-channels 09 formed by the side walls 03 and 04 and the support elements 05 reduced so far that the driving over the sub-channels 09 by rolling on the upper ends 06, 07 and 08 is easily possible. At the bottom of the bottom portion 02 stiffening ribs 10 and 11 are integrally formed to increase the mechanical stability of the channel member 01. At the material transition between the support webs 05 and the bottom portion 02 transition radii 13 are mounted to facilitate the cleaning of the sub-channels 09 and to increase the mechanical stability of the support webs 05.

Fig. 3 und Fig. 4 zeigen das Rinnenelement 01 in seitlicher Ansicht bzw. in Ansicht von oben. Man erkennt am rechten Ende des Rinnenelements 01 ein in das Rinnenelement 01 eingeformtes Wasserablaufelement 12, an das ein Wasserablaufstutzen bzw. ein Wasserablaufrohr angeschlossen werden kann. Das Wasserablaufelement 12 ist zunächst wasserundurchlässig ausgebildet und enthält somit keine wasserdurchlässigen Ausnehmungen. Stattdessen sind in das Wasserablaufelement Sollbohrungsmarkierungen (in Fig. 3 und Fig. 4 nicht dargestellt) eingeformt, um dem Benutzer für den Fall, dass ein Rinnenelement mit einem Wasserablaufelement ausgestattet werden soll, die Anbringung von entsprechenden Bohrungen im Bereich des Wasserablaufelements 12 zu erleichtern. Soweit der Benutzer das Wasserablaufelement 12 an den Sollbohrungsmarkierungen durchbohrt hat, ist es dann wasserdurchlässig, so dass das in den Teilkanälen 09 geführte Wasser nach unten abfließen kann. FIG. 3 and FIG. 4 show the channel element 01 in lateral view or in top view. It can be seen at the right end of the channel element 01 a molded into the channel element 01 water drainage element 12, to which a water outlet nozzle and a water drain pipe can be connected. The water drainage element 12 is initially formed impermeable to water and thus contains no water-permeable recesses. Instead, in the water drain element Sollbohrungsmarkierungen (in FIG. 3 and FIG. 4 not shown) molded in order to facilitate the user in the event that a gutter element is to be equipped with a water drainage element, the attachment of corresponding holes in the region of the water drainage element 12. As far as the user has pierced the water drain element 12 at the desired bore markings, it is then permeable to water, so that the guided in the sub-channels 09 water can flow down.

Fig. 5 zeigt das Rinnenelement 01 bei Befestigung auf zwei Ständerelementen 14 und 15. Dazu wird von der Unterseite des Rinnenelements 01 zunächst jeweils ein Blechsteg 16 befestigt, der seitlich an dem Rinnenelement 01 übersteht. An diesem Blechsteg 16 sind jeweils zwei Durchgangsbohrungen vorgesehen, die von Gewindestangen 17 durchgriffen werden. Durch Einstellung von Stellmuttern 18 kann die Höhe des Rinnenelements 01 gegenüber der Oberfläche 19 eines Baukörpers, auf dem die Ständerelemente 14 und 15 abgestellt sind, variiert werden. Durch Fixierungsmuttern 20 kann das Rinnenelement 01 dann auf den Ständerelementen 14 und 15 fixiert werden. Auf der Oberseite des Rinnenelement 01 ist ein Abdeckelement 21 angebracht, mit dem die Teilkanäle 09 des Rinnenelements 01 von oben verschlossen werden, um ein Eindringen von flüssigem Beton in die Teilkanäle 09 während des Ausgießens mit Beton zu verhindern. Fig. 5 shows the channel element 01 when mounted on two uprights elements 14 and 15. For this purpose, first of each sheet metal web 16 is fixed from the underside of the channel element 01, which projects laterally against the channel element 01. At this sheet metal web 16 two through holes are provided in each case, which are penetrated by threaded rods 17. By adjusting adjusting nuts 18, the height of the channel element 01 with respect to the surface 19 of a building on which the stator elements 14 and 15 are turned off, can be varied. By Fixierungsmuttern 20, the channel element 01 can then on the Stand elements 14 and 15 are fixed. On the top of the channel element 01, a cover 21 is attached, with which the sub-channels 09 of the channel member 01 are closed from above, to prevent ingress of liquid concrete in the sub-channels 09 during pouring concrete.

Fig. 6 zeigt das Rinnenelement 01, das Ständerelement 14 und das Abdeckelement 21 bei Anordnung auf der Rohdecke 22 einer Tiefgarage in seitlicher Ansicht. Fig. 6 shows the channel element 01, the stator element 14 and the cover 21 in arrangement on the bare ceiling 22 of an underground car park in a lateral view.

Fig. 7 zeigt das Rinnenelement 01, das Ständerelement 14 und das Abdeckelement 21 nach dem Umgießen mit Beton 23 zur Bildung einer Fahrbahnoberfläche 24 im Querschnitt. Man erkennt, dass die oberen Enden 06, 07 und 08 der Stützstege 05 und der Seitenwandungen 03 und 04 genau in der Höhe der durch die Betonmasse 23 gebildeten Fahrbahnoberfläche 24 liegen und damit problemlos von Fahrzeugrädern überfahren werden können. Durch das Abdeckelement 21 wird das Eindringen von flüssiger Betonmasse 23, während des Glattziehens der Fahrbahnoberfläche 24, problemlos vermieden. An der Unterseite des Abdeckelements 21 sind Klemmelemente 25 vorgesehen, mit denen das Abdeckelement 21 auf dem Rinnenelement 01 fixiert werden kann. Klemmelemente 25 sind durch Ausschneiden und Herunterbiegen des Blechmaterials, aus dem das Abdeckelement 21 hergestellt ist, realisiert. Fig. 7 shows the channel element 01, the stator element 14 and the cover 21 after the casting with concrete 23 to form a road surface 24 in cross section. It can be seen that the upper ends 06, 07 and 08 of the support webs 05 and the side walls 03 and 04 lie exactly at the level of the road surface 24 formed by the concrete mass 23 and thus can be run over easily by vehicle wheels. Through the cover 21, the penetration of liquid concrete mass 23, while smoothing the road surface 24, easily avoided. On the underside of the cover 21 clamping elements 25 are provided with which the cover 21 can be fixed on the channel element 01. Clamping elements 25 are realized by cutting and bending down the sheet material from which the cover 21 is made.

Fig. 8 zeigt den Endzustand nach Einbau des Rinnenelements 01 in die aus Beton gegossene Fahrbahnoberfläche 24. Nach Abnehmen des Abdeckelements 21 sind die Teilkanäle 09 nach obenhin offen und können das auf der Fahrbahnoberfläche 24 anfallende Oberflächenwasser problemlos seitlich abführen und damit die Fahrbahnoberfläche 24 in der gewünschten Weise entwässern. Fig. 8 shows the final state after installation of the gutter element 01 in the concrete poured road surface 24. After removing the cover 21, the sub-channels 09 are open at the top and can smoothly dissipate the incident on the road surface 24 surface water sideways and thus drain the road surface 24 in the desired manner ,

Claims (14)

Rinnenelement (01) zur Bildung einer in einer Fahrbahn verlegten und über die gesamte Höhe im Boden eingebetteten Entwässerungsrinne, wobei die Entwässerungsrinne einen im Wesentlichen U-förmigen Kanal mit einem horizontalen Bodenabschnitt (02) und zwei seitlich des Bodenabschnitts (02) angeformten, vertikalen Seitenwandungen (03, 04) umfasst, und wobei das Rinnenelement (01) aus Kunststoff besteht,
dadurch gekennzeichnet,
dass am Bodenabschnitt (02) zwischen den Seitenwandungen (03, 04) zumindest ein Stützsteg (05) angeformt ist, der sich vertikal nach oben erstreckt, wobei das obere Ende (06) des Stützstegs (05) im Wesentlichen in der gleichen Höhe verläuft wie das obere Ende der beiden Seitenwandungen (03, 04).Channel element (01) for forming a laid in a roadway and over the entire height embedded in the bottom drainage channel, wherein the drainage channel has a substantially U-shaped channel with a horizontal bottom portion (02) and two laterally of the bottom portion (02) integrally formed vertical side walls (03, 04), and wherein the channel element (01) consists of plastic,
characterized,
in that at least one support web (05), which extends vertically upward, is formed on the bottom section (02) between the side walls (03, 04), the upper end (06) of the support web (05) extending substantially at the same height the upper end of the two side walls (03, 04). Rinnenelement nach Anspruch 1,
dadurch gekennzeichnet,
dass zwischen den Seitenwandungen (03, 04) mehrere, insbesondere vier Stützstege (05), an den Bodenabschnitt (02) angeformt sind.Channel element according to claim 1,
characterized,
that between the side walls (03, 04) a plurality of, in particular four support webs (05), on the bottom portion (02) are integrally formed. Rinnenelement nach Anspruch 1 oder 2,
dadurch gekennzeichnet,
dass an den Materialübergängen zwischen dem Stützsteg (05) und dem Bodenabschnitt (02) Übergangsradien (13) vorgesehen sind.Channel element according to claim 1 or 2,
characterized,
that at the material transitions between the support web (05) and the bottom portion (02) transition radii (13) are provided. Rinnenelement nach einem der Ansprüche 1 bis 3,
dadurch gekennzeichnet,
dass in das Rinnenelement (01) ein Wasserablaufelement (12) eingeformt ist.Channel element according to one of claims 1 to 3,
characterized,
in that a water drainage element (12) is molded into the channel element (01). Rinnenelement nach Anspruch 4,
dadurch gekennzeichnet,
dass das Wasserablaufelement (12) wasserundurchlässig ausgebildet ist und Sollbohrungsmarkierungen aufweist.Channel element according to claim 4,
characterized,
that the water drainage element (12) is impermeable and has predetermined bore markings. Rinnenelement nach einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet,
dass an der Unterseite des Bodenabschnitts (02) Versteifungsrippen (10, 11) angeformt sind.Channel element according to one of claims 1 to 5,
characterized,
that on the underside of the bottom portion (02) stiffening ribs (10, 11) are integrally formed. Rinnenelement nach einem der Ansprüche 1 bis 6,
dadurch gekennzeichnet,
dass an der Oberseite des Rinnenelements (01) ein abnehmbares Abdeckelement (21) anordenbar ist, mit der die zwischen den Stützstegen (05) und den Seitenwandungen (03, 04) gebildeten Teilkanäle (09) von oben verschlossen werden.Channel element according to one of claims 1 to 6,
characterized,
that at the top of the gutter member (01) a removable cover element (21) can be arranged, with which between the support webs (05) and the side walls (03, 04) sub-channels formed (09) are sealed from above. Rinnenelement nach Anspruch 7,
dadurch gekennzeichnet,
dass das Abdeckelement (21) mit Klemmelementen (25) an den Stützstegen (05) und/oder an den Seitenwandungen (03, 04) fixiert werden kann.Channel element according to claim 7,
characterized,
that the cover (21) to the supporting webs (05) and / or on the side walls (03, 04) can be fixed by clamping elements (25). Rinnenelement nach Anspruch 7 oder 8,
dadurch gekennzeichnet,
dass das Abdeckelement (21) aus Blechmaterial hergestellt ist.Channel element according to claim 7 or 8,
characterized,
that the cover (21) is made of sheet material. Rinnenelement nach einem der Ansprüche 1 bis 9,
dadurch gekennzeichnet,
dass an der Unterseite des Bodenabschnitts (02) zumindest ein Ständerelement (14, 15) befestigbar ist, wobei das Ständerelement (14, 15) auf einem Baukörper (22) anordenbar ist, und wobei das Ständerelement (14, 15) eine vorgegebene Einbauhöhe des Rinnenelements (01) über dem Baukörper (22) sichert.Channel element according to one of claims 1 to 9,
characterized,
in that at least one upright element (14, 15) can be fastened to the underside of the bottom section (02), wherein the upright element (14, 15) can be arranged on a structural body (22), and wherein the upright element (14, 15) has a predetermined installation height of Gutter element (01) over the building (22) secures. Rinnenelement nach Anspruch 10,
dadurch gekennzeichnet,
dass das Ständerelement (14, 15) eine Einstelleinrichtung umfasst, mit der die Einbauhöhe des Rinnenelements (01) über dem Baukörper (22) einstellbar ist.Channel element according to claim 10,
characterized,
that the upright element (14, 15) comprises an adjusting device with which the installation height of the channel element (01) can be adjusted above the structural body (22). Rinnenelement nach Anspruch 11,
dadurch gekennzeichnet,
dass die Einstelleinrichtung in der Art eines Einstellgewindes ausgebildet ist, auf dem die Einbauhöhe des Rinnenelements (01) mit Stellmuttern (18) fixiert werden kann.Channel element according to claim 11,
characterized,
in that the adjusting device is designed in the manner of a setting thread on which the installation height of the channel element (01) can be fixed with adjusting nuts (18). Rinnenelement nach einem der Ansprüche 1 bis 12,
dadurch gekennzeichnet,
dass der Kunststoff zur Bildung des Rinnenelements (01) aus einem Duroplast besteht.Channel element according to one of claims 1 to 12,
characterized,
that the plastic for forming the channel element (01) consists of a duroplastic. Rinnenelement nach einem der Ansprüche 1 bis 13,
dadurch gekennzeichnet,
dass in den das Rinnenelement (01) bildenden Kunststoff Verstärkungsfasern, insbesondere Glasfasern, eingebettet sind.Channel element according to one of claims 1 to 13,
characterized,
that reinforcing fibers, in particular glass fibers, are embedded in the plastic forming the channel element (01).
EP18158028.3A 2017-03-02 2018-02-22 Gutter element for forming a drainage channel Active EP3369862B1 (en)

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Publication number Priority date Publication date Assignee Title
DE8220949U1 (en) 1982-07-22 1982-10-28 M.Meisinger KG, 8890 Aichach GUTTER ELEMENT FOR A DRAINAGE GUTTER
US4993877A (en) * 1987-10-02 1991-02-19 Construction Casting Company Method and apparatus for forming a trench
DE29700391U1 (en) * 1997-01-13 1998-05-07 HYDROTEC Entwässerungstechnik GmbH & Co. KG, 27793 Wildeshausen Drainage channel
EP1502998A2 (en) * 2003-07-31 2005-02-02 MEA Meisinger AG Draining element and use of a draining element
DE202009016877U1 (en) * 2009-12-15 2010-03-11 Hydrotec Technologies Ag Drainage channel element
EP2803766A1 (en) * 2013-05-14 2014-11-19 REDI S.p.A. Drainage system for road surfaces
DE202016105078U1 (en) * 2016-09-13 2016-10-27 Graspointner Holding Gmbh Drainage element and modular system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8220949U1 (en) 1982-07-22 1982-10-28 M.Meisinger KG, 8890 Aichach GUTTER ELEMENT FOR A DRAINAGE GUTTER
US4993877A (en) * 1987-10-02 1991-02-19 Construction Casting Company Method and apparatus for forming a trench
DE29700391U1 (en) * 1997-01-13 1998-05-07 HYDROTEC Entwässerungstechnik GmbH & Co. KG, 27793 Wildeshausen Drainage channel
EP1502998A2 (en) * 2003-07-31 2005-02-02 MEA Meisinger AG Draining element and use of a draining element
DE202009016877U1 (en) * 2009-12-15 2010-03-11 Hydrotec Technologies Ag Drainage channel element
EP2803766A1 (en) * 2013-05-14 2014-11-19 REDI S.p.A. Drainage system for road surfaces
DE202016105078U1 (en) * 2016-09-13 2016-10-27 Graspointner Holding Gmbh Drainage element and modular system

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