EP0344423B1 - Gutter in particular drainage channel - Google Patents
Gutter in particular drainage channel Download PDFInfo
- Publication number
- EP0344423B1 EP0344423B1 EP89105339A EP89105339A EP0344423B1 EP 0344423 B1 EP0344423 B1 EP 0344423B1 EP 89105339 A EP89105339 A EP 89105339A EP 89105339 A EP89105339 A EP 89105339A EP 0344423 B1 EP0344423 B1 EP 0344423B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- channel
- gutter
- recess
- anchorage part
- channel according
- 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.)
- Expired - Lifetime
Links
- 238000003780 insertion Methods 0.000 claims description 11
- 230000037431 insertion Effects 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 description 31
- 239000004567 concrete Substances 0.000 description 15
- 238000011065 in-situ storage Methods 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 239000011384 asphalt concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000011211 glass fiber reinforced concrete Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
Definitions
- the invention relates to a channel, in particular a drainage channel, in which a channel body forms a channel channel and is provided with a releasable channel cover, the channel body having recesses for inserting at least one laterally projecting anchoring part.
- the prior art includes a drainage channel with a channel body formed from concrete, this channel body as described in DE-U-7 122 579 for better anchoring in the in-situ cast concrete has projections and recesses on the side wall surfaces.
- Cantilevered projections of the channel body interfere with transport and storage, they are bulky during installation and in many cases are superfluous with less installation stress.
- anchoring dowels are described, which are inserted into preformed recesses in the side wall surfaces of the channel body.
- Such anchoring dowels are unwieldy to install and also hinder the free channel channel.
- Recesses for receiving hook-shaped carrying handles for transporting such channel bodies are also through FR-A 2 088 046 is known. These are non-continuous formations in the side wall surfaces of the channel body.
- the invention is based on the task of designing a channel of the type specified at the outset in such a way that a safe anchoring of the channel body in in-situ concrete can be achieved with simple handling.
- This object is achieved in that in the bottom region of the channel body below the channel channel there is at least one recess transverse to the longitudinal direction of the channel body between the outer side wall surfaces for inserting at least one laterally projecting anchoring part.
- the drainage channel can be securely locked in the in-situ concrete bed without additional anchoring parts.
- the smooth design of the vertical side wall outer surfaces is retained, and the rod-shaped or angular anchoring parts can be used in a corresponding number if required.
- Such recesses can preferably be made in channel bodies made of pourable material, in particular concrete, glass fiber reinforced concrete, synthetic resin concrete, plastic or the like.
- tabs with hole cutouts can advantageously be provided in connection with the channel body for receiving one-sided or transversely insertable anchoring parts.
- the anchoring part has a stop that determines the insertion depth in the continuous recess.
- a stop that determines the insertion depth in the continuous recess.
- an attached perforated disk or a diameter shoulder in the case of rod-shaped anchoring parts can be provided as such a stop.
- the anchoring part can expediently be locked in the continuous recess in the longitudinal direction, ie it can be secured against undesired displacement. This defines a defined overhang.
- the locking can be done in different ways, in particular by the fact that the anchoring part is provided on its rod-shaped insertion section with positive locking elements.
- the insertion section can expediently be enclosed with a plastic sleeve, which has elastic locking teeth on its outside, which are bent back in the feed direction when the anchoring part is inserted, and which hold the anchoring part in motion in the opposite direction.
- a plastic sleeve which has elastic locking teeth on its outside, which are bent back in the feed direction when the anchoring part is inserted, and which hold the anchoring part in motion in the opposite direction.
- Another possible embodiment of the locking of the anchoring part can consist, for example, in the use of threaded sleeves with an adapted threaded section on the rod-shaped anchoring part.
- a drainage channel 1 is embedded in an in-situ concrete bed 8, which is pulled up in a wedge shape on the outer side wall surfaces of the drainage channel and is firmly connected to it.
- the drainage channel 1 is made of concrete, possibly with reinforcement by embedded fibers, and is provided with a steel edge protection 2 made of angular profile parts.
- a grid-shaped channel cover 3 is held by screw fasteners 4.
- a recess 14 is provided which is continuous between the two outer side wall surfaces.
- This molded-in recess 14 is formed by an empty tube 6, which is transverse to the longitudinal direction, made of plastic or other material, into which a steel rod 7 is inserted as an anchoring part, if required. The steel rod 7 is inserted directly during the laying process.
- the length of the steel rod 7 and the number of rods lying one behind the other is arbitrary; it can also be bent at its ends as shown.
- the in-situ concrete bed 8 lies in a corresponding formation 9, and the pavement consists of layers arranged in a known manner, namely a base layer 10, a binding layer 11 and a surface covering made of asphalt concrete 12.
- FIG. 2 shows a rod-shaped anchoring part 15 which is locked in the continuous recess 14 and which in the continuous embodiment has a one-sided stop in the form of a perforated disk 16.
- the insertion section is covered with a plastic sleeve 17, which has elastic locking teeth 18 on its outside.
- the remaining individual parts of the drainage channel correspond to the embodiment according to FIG. 1.
- FIG. 3 describes in the detail from FIG. 2 two rod-shaped anchoring parts 19, 20, each of which has perforated disk-shaped limit stops 21, 22 at the end of the insertion section.
- the insertion section of each of the one-sided, rod-shaped anchoring parts 19, 20 is enclosed with a plastic sleeve 23, 24, which has elastic locking teeth 25, 26 on its outside.
- Another, possibly expedient embodiment can provide that corresponding locking elements, for example locking teeth, on the inside of the embedded empty tube 6 are provided. This allows existing and prepared steel bars to be inserted as anchoring parts on the construction site.
- the drainage channel is expediently supplied as a complete kit together with a corresponding number of one-sided and / or continuous anchoring parts.
- the drainage channel is generally used as a component of a corresponding drainage channel, with several drainage channels being assembled in the desired channel direction.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Road Paving Structures (AREA)
- Jet Pumps And Other Pumps (AREA)
- Sink And Installation For Waste Water (AREA)
- Treatment Of Water By Ion Exchange (AREA)
Abstract
Description
Die Erfindung betrifft eine Rinne, insbesondere eine Entwässerungsrinne, bei der ein Rinnenkörper einen Rinnenkanal bildet und mit einer lösbaren Rinnenabdeckung versehen ist, wobei der Rinnenkörper Ausnehmungen zum Einsetzen wenigstens eines seitlich auskragenden Verankerungsteils aufweist.The invention relates to a channel, in particular a drainage channel, in which a channel body forms a channel channel and is provided with a releasable channel cover, the channel body having recesses for inserting at least one laterally projecting anchoring part.
Es ist bekannt, Entwässerungsrinnen in umhüllenden Ortbeton einzubetten und dadurch festzulegen. Da auf solche Entwässerungsrinnen beim Einbau in Schwerverkehrsbereiche Erschütterungen, Bremskräfte und Schwingungen der Fahrbahn übertragen werden, besteht die Gefahr, daß sich die Rinne insbesondere nach längerer Betriebsdauer vom Ortbeton loslöst.It is known to embed drainage channels in enveloping in-situ concrete and thereby fix it. Since vibrations, braking forces and vibrations of the roadway are transmitted to such drainage channels when installed in heavy traffic areas, there is a risk that the channel will become detached from the in-situ concrete, especially after a long period of operation.
Zum Stande der Technik gehört eine Entwässerungsrinne mit aus Beton geformtem Rinnenkörper, wobei dieser Rinnenkörper wie in der DE-U-7 122 579 beschrieben zur besseren Verankerung im umhüllenden Ortbeton an den Seitenwandflächen Vorsprünge und Ausnehmungen aufweist.The prior art includes a drainage channel with a channel body formed from concrete, this channel body as described in DE-U-7 122 579 for better anchoring in the in-situ cast concrete has projections and recesses on the side wall surfaces.
Die Wirksamkeit von Ausnehmungen in den Seitenwandflächen zur Erzielung einer hinreichenden Verankerung ist davon abhängig, ob der Ortbeton an diesen Stellen entsprechend verdichtet werden kann. Eine solche Ausfüllung der Seitenwandausnehmungen erfordert eine hinreichende Verdichtung des Ortbetons an diesen Stellen, wobei jedoch wegen der Bruchanfälligkeit der aus gießfähigem Material geformten Rinne im allgemeinen unmittelbar an der Rinnenwand keine intensive Verdichtung des Ortbetons erfolgen kann.The effectiveness of recesses in the side wall surfaces to achieve adequate anchoring depends on whether the in-situ concrete can be compacted accordingly at these points. Filling the side wall recesses in this way requires adequate compaction of the in-situ concrete at these points, but due to the susceptibility of the channel made of pourable material to breakage, intensive in-depth compaction of the in-situ concrete cannot generally take place directly on the channel wall.
Auskragende Vorsprünge des Rinnenkörpers stören beim Transport und bei der Lagerung, sie sind beim Einbau unhandlich und in vielen Fällen bei geringerer Einbaubeanspruchung überhaupt überflüssig.Cantilevered projections of the channel body interfere with transport and storage, they are bulky during installation and in many cases are superfluous with less installation stress.
In der DE-A 28 44 748 werden zur zusätzlichen Verankerung neben den oben erwähnten Vorsprüngen am Rinnenkörper Verankerungsdübel vorbeschrieben, welche in vorgeformte Ausnehmungen in den Seitenwandflächen des Rinnenkörpers eingesetzt sind. Derartige Verankerungsdübel sind in ihrer Anbringung unhandlich und behindern außerdem den freien Rinnenkanal. Sie können ferner ohne die an den Seitenwandflächen des Rinnenkörpers vorgesehenen Vorsprünge keine hinreichend sichere Verankerung der Entwässerungsrinne ergeben.In DE-A 28 44 748, for additional anchoring, in addition to the above-mentioned projections on the channel body, anchoring dowels are described, which are inserted into preformed recesses in the side wall surfaces of the channel body. Such anchoring dowels are unwieldy to install and also hinder the free channel channel. Furthermore, without the projections provided on the side wall surfaces of the channel body, they cannot provide a sufficiently secure anchoring of the drainage channel.
Aussparungen zur Aufnahme von hakenförmigen Tragegriffen zum Transport derartiger Rinnenkörper sind außerdem durch die FR-A 2 088 046 bekannt. Dabei handelt es sich um nicht durchgehende Ausformungen in den Seitenwandflächen des Rinnenkörpers.Recesses for receiving hook-shaped carrying handles for transporting such channel bodies are also through FR-A 2 088 046 is known. These are non-continuous formations in the side wall surfaces of the channel body.
Die Erfindung geht von der Aufgabenstellung aus, eine Rinne der eingangs angegebenen Art so auszubilden, daß bei einfacher Handhabung eine sichere Verankerung des Rinnenkörpers im Ortbeton erreicht werden kann.The invention is based on the task of designing a channel of the type specified at the outset in such a way that a safe anchoring of the channel body in in-situ concrete can be achieved with simple handling.
Die Lösung dieser Aufgabenstellung erfolgt dadurch, daß im Sohlbereich des Rinnenkörpers unterhalb des Rinnenkanals mindestens eine quer zur Längsrichtung des Rinnenkörpers zwischen den äußeren Seitenwandflächen durchgehende Ausnehmung zum Einsetzen wenigstens eines seitlich auskragenden Verankerungsteils angeordnet ist.This object is achieved in that in the bottom region of the channel body below the channel channel there is at least one recess transverse to the longitudinal direction of the channel body between the outer side wall surfaces for inserting at least one laterally projecting anchoring part.
Durch das Einsetzen von durchgehenden oder einseitig bzw. zweiseitig eingesteckten stabförmigen Verankerungsteilen wird eine ohne zusätzliche Verankerungsteile sichere Arretierung der Entwässerungsrinne im Ortbetonbett erreicht. Bei einer solchen Ausführung bleibt die glatte Ausbildung der vertikalen Seitenwandaußenflächen erhalten, und die stabförmigen bzw. winkelförmigen Verankerungsteile können bei Bedarf in entsprechender Anzahl eingesetzt werden.By inserting continuous or one-sided or two-sided rod-shaped anchoring parts, the drainage channel can be securely locked in the in-situ concrete bed without additional anchoring parts. In such an embodiment, the smooth design of the vertical side wall outer surfaces is retained, and the rod-shaped or angular anchoring parts can be used in a corresponding number if required.
Derartige Ausnehmungen lassen sich bevorzugt in Rinnenkörpern aus gießfähigem Material, insbesondere aus Beton, glasfaserverstärktem Beton, Kunstharzbeton, Kunststoff oder dergleichen anbringen. Bei einer metallischen Ausbildung können im Anschluß an den Rinnenkörper vorteilhaft Laschen mit Lochaussparungen zur Aufnahme von einseitigen oder quer durchgehenden einsteckbaren Verankerungsteilen vorgesehen sein.Such recesses can preferably be made in channel bodies made of pourable material, in particular concrete, glass fiber reinforced concrete, synthetic resin concrete, plastic or the like. In the case of a metallic design, tabs with hole cutouts can advantageously be provided in connection with the channel body for receiving one-sided or transversely insertable anchoring parts.
Bei Rinnenkörpern aus gießfähigem Material, insbesondere aus Beton, erscheint es zweckmäßig, zur Bildung der Ausnehmung ein Leerrohr vorzugsweise aus Kunststoff einzuformen, welches mindestens einen stabförmigen Verankerungsteil aufnimmt. Obwohl die Anbringung der Ausnehmungen in beliebiger gegenseitiger Anordnung möglich ist, kann es zweckmäßig sein, pro laufenden Meter Länge der Entwässerungsrinne mindestens zwei durchgehende Ausnehmungen zum Einsetzen von Verankerungsteilen vorzusehen.In the case of channel bodies made of pourable material, in particular of concrete, it appears expedient to form an empty tube, preferably made of plastic, which accommodates at least one rod-shaped anchoring part in order to form the recess. Although it is possible to make the recesses in any mutual arrangement, it can be expedient to provide at least two continuous recesses per running meter length of the drainage channel for inserting anchoring parts.
Eine weitere besonders vorteilhafte Ausbildung kann darin bestehen, daß der Verankerungsteil einen die Einstecktiefe in der durchgehenden Ausnehmung bestimmenden Anschlag aufweist. Als derartiger Anschlag kann beispielsweise eine aufgesetzte Lochscheibe oder ein Durchmesserabsatz bei stabförmigen Verankerungsteilen vorgesehen sein. Der Verankerungsteil kann zweckmäßig in der durchgehenden Ausnehmung in Längsrichtung arretierbar, d.h. gegen ungewollte Verschiebung gesichert sein. Dadurch wird eine definierte Auskraglage festgelegt. Die Arretierung kann dabei auf verschiedene Weise, insbesondere dadurch erfolgen, daß der Verankerungsteil auf seinem stabförmigen Einschubabschnitt mit formschlüssigen Arretierungselementen versehen ist. Der Einschubabschnitt kann zweckmäßig mit einer Kunststoffhülse umschlossen sein, welche an ihrer Außenseite elastische Arretierzähne aufweist, die beim Einstecken des Verankerungsteils in Vorschubrichtung zurückgebogen werden, und die den Verankerungsteil bei einer Bewegung in Gegenrichtung festhalten. Eine andere mögliche Ausbildung der Arretierung des Verankerungsteiles kann z.B. in der Anwendung von Gewindehülsen mit angepaßtem Gewindeabschnitt auf dem stabförmigen Verankerungsteil bestehen.Another particularly advantageous embodiment can consist in the fact that the anchoring part has a stop that determines the insertion depth in the continuous recess. For example, an attached perforated disk or a diameter shoulder in the case of rod-shaped anchoring parts can be provided as such a stop. The anchoring part can expediently be locked in the continuous recess in the longitudinal direction, ie it can be secured against undesired displacement. This defines a defined overhang. The locking can be done in different ways, in particular by the fact that the anchoring part is provided on its rod-shaped insertion section with positive locking elements. The insertion section can expediently be enclosed with a plastic sleeve, which has elastic locking teeth on its outside, which are bent back in the feed direction when the anchoring part is inserted, and which hold the anchoring part in motion in the opposite direction. Another possible embodiment of the locking of the anchoring part can consist, for example, in the use of threaded sleeves with an adapted threaded section on the rod-shaped anchoring part.
Die Erfindung wird nachfolgend in Ausführungsbeispielen beschrieben, aus denen sich weitere Erfindungsmerkmale ergeben, es zeigen:
- Fig. 1
- einen Querschnitt durch eine eingebaute Entwässerungsrinne,
- Fig. 2
- einen Querschnitt durch eine Entwässerungsrinne nach Fig. 1 mit eingesetztem arretiertem Verankerungsteil,
- Fig. 3
- eine Ausschnittsdarstellung aus Fig. 2 mit zwei gegeneinander gerichteten Verankerungsteilen
The invention is described below in exemplary embodiments, from which further features of the invention result, it shows:
- Fig. 1
- a cross section through a built-in drainage channel,
- Fig. 2
- 2 shows a cross section through a drainage channel according to FIG. 1 with the arrested anchoring part inserted,
- Fig. 3
- 2 with two anchoring parts directed towards one another
In Fig.1 ist eine Entwässerungsrinne 1 in einem Ortbetonbett 8 eingebettet, welches an den äußeren Seitenwandflächen der Entwässerungsrinne keilförmig hochgezogen und mit dieser fest verbunden ist.In Figure 1, a
Die Entwässerungsrinne 1 besteht aus Beton, gegebenenfalls mit einer Verstärkung durch eingebettete Fasern, und ist mit einem Stahlkantenschutz 2 aus Winkelprofilteilen versehen. In der Entwässerungsrinne 1 ist durch Schraubenbefestigungen 4 eine gitterförmige Rinnenabdeckung 3 gehaltert.The
Im Sohlbereich des Rinnenkörpers 5 unterhalb des in Längsrichtung verlaufenden Rinnenkanals 13 ist eine zwischen beiden äußeren Seitenwandflächen durchgehende Ausnehmung 14 vorgesehen. Diese eingeformte Ausnehmung 14 wird durch ein zur Längsrichtung querliegendes Leerrohr 6 aus Kunststoff oder sonstigem Material gebildet, in das bei Bedarf bauseits ein Stahlstab 7 als Verankerungsteil eingelegt wird. Der Stahlstab 7 wird unmittelbar beim Verlegevorgang eingeschoben.In the bottom region of the
An der Entwässerungsrinne 1 sind somit keine störenden Vorsprünge vorhanden, welche den Transport oder die Lagerung behindern. Die Länge des Stahlstabs 7 und die Anzahl der hintereinanderliegenden Stäbe ist beliebig; er kann außerdem an seinen Enden wie dargestellt abgekröpft werden.There are therefore no disruptive projections on the
Das Ortbetonbett 8 liegt in einem entsprechenden Planum 9, und die Fahrbahndecke besteht aus in bekannter Weise angeordneten Schichten, nämlich aus einer Tragschicht 10, einer Bindeschicht 11 und einem Oberflächenbelag aus Asphaltbeton 12.The in-
Fig. 2 zeigt einen in der durchgehenden Ausnehmung 14 arretierten stabförmigen Verankerungsteil 15, welcher in der durchgehenden Ausführung einen einseitigen Anschlag in Form einer Lochscheibe 16 aufweist. Der Einschubabschnitt ist mit einer Kunststoffhülse 17 umkleidet, welche an ihrer Außenseite elastische Arretierzähne 18 aufweist. Die übrigen nicht näher erläuterten Einzelteile der Entwässerungsrinne entsprechen der Ausführung nach Fig. 1.2 shows a rod-
Fig. 3 beschreibt im Ausschnitt von Fig. 2 zwei stabförmige Verankerungsteile 19, 20, welche jeweils am Ende des Einschubabschnittes lochscheibenförmige Anschlagbegrenzungen 21, 22 aufweisen. Der Einschubabschnitt jedes der einseitig auskragenden, stabförmigen Verankerungsteile 19, 20 ist mit einer Kunststoffhülse 23, 24 umschlossen, die an ihrer Außenseite elastische Arretierzähne 25, 26 aufweist.FIG. 3 describes in the detail from FIG. 2 two rod-
Eine andere, gegebenenfalls zweckmäßige Ausführung kann vorsehen, daß an der Innenseite des eingebetteten Leerrohrs 6 entsprechende Arretierelemente, z.B. Arretierzähne, vorgesehen sind. Dadurch lassen sich auf der Baustelle vorhandene und zugerichtete Stahlstäbe als Verankerungsteile einstecken.Another, possibly expedient embodiment can provide that corresponding locking elements, for example locking teeth, on the inside of the embedded
Die Entwässerungsrinne wird zweckmäßig als kompletter Bausatz zusammen mit einer entsprechenden Anzahl von einseitigen und/oder durchgehenden Verankerungsteilen geliefert.The drainage channel is expediently supplied as a complete kit together with a corresponding number of one-sided and / or continuous anchoring parts.
Die Entwässerungsrinne wird im allgemeinen als Bauelement eines entsprechenden Entwässerungskanals verwendet, wobei mehrere Entwässerungsrinnen in der gewünschten Kanalrichtung zusammengesetzt werden.The drainage channel is generally used as a component of a corresponding drainage channel, with several drainage channels being assembled in the desired channel direction.
Die Anwendung der Merkmale der Erfindung ist nicht auf eine Entwässerungsrinne beschränkt; in gleicher Weise lassen sich auch Rinnenelemente für einen Versorgungskanal ausbilden.The application of the features of the invention is not limited to a drainage channel; in the same way, channel elements can also be formed for a supply channel.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT89105339T ATE65094T1 (en) | 1988-05-28 | 1989-03-25 | GUTTER, ESPECIALLY DRAINAGE GUTTER. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE8807015U DE8807015U1 (en) | 1988-05-28 | 1988-05-28 | Drainage channel |
| DE8807015U | 1988-05-28 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0344423A1 EP0344423A1 (en) | 1989-12-06 |
| EP0344423B1 true EP0344423B1 (en) | 1991-07-10 |
Family
ID=6824515
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP89105339A Expired - Lifetime EP0344423B1 (en) | 1988-05-28 | 1989-03-25 | Gutter in particular drainage channel |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP0344423B1 (en) |
| AT (1) | ATE65094T1 (en) |
| DE (2) | DE8807015U1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102005057692A1 (en) * | 2005-12-01 | 2007-06-06 | Mea Meisinger Ag | Anchoring for gutter elements |
Families Citing this family (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE8807015U1 (en) * | 1988-05-28 | 1988-07-14 | Hauraton Betonwarenfabrik GmbH & Co KG, 7550 Rastatt | Drainage channel |
| FR2649423B2 (en) * | 1988-07-13 | 1992-05-29 | Prefaest Sa | REINFORCED CONCRETE CHANNEL ELEMENT |
| DE8809408U1 (en) * | 1988-07-23 | 1988-09-15 | Birco Baustoffwerk GmbH, 7570 Baden-Baden | Gutter element for drainage systems |
| CH683928A5 (en) * | 1989-07-06 | 1994-06-15 | Prefaest Sa | Element of reinforced concrete gutter. |
| DE4105902A1 (en) * | 1991-02-26 | 1992-08-27 | Hauraton Betonwaren | Constructional part for outflow channel in concrete stretcher - has moulded mass from which channel body with groove recess is formed with flat face surfaces having thrust seam grooves |
| DE9111962U1 (en) * | 1991-09-25 | 1991-11-28 | Hauraton Betonwarenfabrik GmbH & Co KG, 7550 Rastatt | Gutter component |
| DE9114733U1 (en) * | 1991-11-27 | 1992-01-23 | Hauraton Betonwarenfabrik GmbH & Co KG, 7550 Rastatt | Kit for a drainage channel |
| US20080292396A1 (en) | 2007-05-01 | 2008-11-27 | Shanley Patrick T | Molded sectional curb constructions in combination with paved roadways and method |
| RU2360064C1 (en) * | 2008-02-14 | 2009-06-27 | Олег Романович Дутко | Concrete culet well tray and insert part therefor |
| RU2363803C1 (en) * | 2008-02-14 | 2009-08-10 | Олег Романович Дутко | Concrete gutter chute and inset part for it |
| DE102013104405A1 (en) * | 2013-04-30 | 2014-10-30 | Birco Gmbh | Drainage channel system |
| DE202013012216U1 (en) | 2013-06-21 | 2015-09-03 | Hauraton Gmbh & Co. Kg | drainage channel |
| EP2816163A1 (en) | 2013-06-21 | 2014-12-24 | Hauraton GmbH & Co. KG | Drainage gutter |
| EP2896746B1 (en) | 2014-01-16 | 2016-04-27 | HAURATON GmbH & Co. KG | Drainage system |
| CN111778845A (en) * | 2020-06-12 | 2020-10-16 | 山东省交通科学研究院 | Comprehensive drainage-preventing and water-guiding method for bridge deck pavement |
| CN112853862B (en) * | 2021-01-13 | 2022-04-26 | 杜文瑞 | Highway road surface edge water drainage tank |
| CN113403907A (en) * | 2021-06-24 | 2021-09-17 | 成都高速公路建设开发有限公司 | Intercepting ditch, drainage system and manufacturing method of intercepting ditch |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE7301402U (en) * | 1973-05-24 | Hauger & Jaegel Gmbh | Surface drainage channel with anchoring grooves | |
| DE7122579U (en) * | 1972-01-27 | Hauger & Jaegel Gmbh | Drainage channels for surface drainage for heavy traffic | |
| DE1216343B (en) * | 1958-01-13 | 1966-05-12 | Antoinette Marie Renault Geb R | Curb |
| FR2088046A1 (en) * | 1970-05-12 | 1972-01-07 | Cayssol Max | |
| CH621593A5 (en) * | 1977-10-13 | 1981-02-13 | Polybau Elemente Ag | Drainage channel |
| DE8807015U1 (en) * | 1988-05-28 | 1988-07-14 | Hauraton Betonwarenfabrik GmbH & Co KG, 7550 Rastatt | Drainage channel |
-
1988
- 1988-05-28 DE DE8807015U patent/DE8807015U1/en not_active Expired
-
1989
- 1989-03-25 AT AT89105339T patent/ATE65094T1/en active
- 1989-03-25 DE DE8989105339T patent/DE58900165D1/en not_active Expired - Lifetime
- 1989-03-25 EP EP89105339A patent/EP0344423B1/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102005057692A1 (en) * | 2005-12-01 | 2007-06-06 | Mea Meisinger Ag | Anchoring for gutter elements |
Also Published As
| Publication number | Publication date |
|---|---|
| DE58900165D1 (en) | 1991-08-14 |
| DE8807015U1 (en) | 1988-07-14 |
| ATE65094T1 (en) | 1991-07-15 |
| EP0344423A1 (en) | 1989-12-06 |
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