EP0357895A2 - Method for fabricating a gutter - Google Patents

Method for fabricating a gutter Download PDF

Info

Publication number
EP0357895A2
EP0357895A2 EP89111085A EP89111085A EP0357895A2 EP 0357895 A2 EP0357895 A2 EP 0357895A2 EP 89111085 A EP89111085 A EP 89111085A EP 89111085 A EP89111085 A EP 89111085A EP 0357895 A2 EP0357895 A2 EP 0357895A2
Authority
EP
European Patent Office
Prior art keywords
drainage channel
channel according
sections
channel
sealing
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.)
Granted
Application number
EP89111085A
Other languages
German (de)
French (fr)
Other versions
EP0357895B1 (en
EP0357895A3 (en
Inventor
Alfred Dipl.-Ing.Fh Fuchs
Walter Dpl.-Ing. Weiler
Dieter Dipl.-Ing. Kunz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Aqseptence Group GmbH
Original Assignee
Passavant Werke AG and Co KG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Passavant Werke AG and Co KG filed Critical Passavant Werke AG and Co KG
Publication of EP0357895A2 publication Critical patent/EP0357895A2/en
Publication of EP0357895A3 publication Critical patent/EP0357895A3/en
Application granted granted Critical
Publication of EP0357895B1 publication Critical patent/EP0357895B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E03F3/046—Open sewage channels

Definitions

  • the invention relates to drainage channels for street, courtyard or building surface drainage.
  • channels In the course of the demand for sealing all types of drainage objects against the ingress of liquids into the groundwater or the substructure, channels must also be included as part of this system. Channels of this type are currently either loosely plugged together or, if necessary, sealed with a grout, which, however, either only adheres briefly to the ends of the channels or is ground up by settlement and vibrations.
  • the object of ensuring a permanent tight connection of the channel joints is achieved according to the invention in that the front ends of the channel sections are prepared for the introduction of elastomeric sealing elements.
  • the channels are made of cement, steel or reactive resin concrete, then it is extremely advantageous if the ends are prepared for good adhesion of the permanently elastic joint sealing compound to be inserted after installation. This can be done, for example, by dipping the forehead into one solidifying impregnating agent or the like. It is also conceivable to introduce the joint sealing compound by pouring or injecting it into a groove provided on the end face of the channel sections. This groove can be half in one end.
  • a particularly advantageous embodiment of the invention consists in using a joint sealing compound consisting of two components which react with one another.
  • the two components can be accommodated in the front ends so that they react with one another at the moment of assembly and fill the sealing groove.
  • Another possibility for the permanent sealing of the joints is to provide a groove running over the entire profile height and to insert a permanently elastic sealing strip into this groove, which is at least partially deformed and / or compressed during assembly.
  • the sealing strip has a hollow profile or an angle profile, the leg lying in the longitudinal direction is compressed in the groove when being assembled.
  • the channel sections are preferably rigidly locked or connected to one another.
  • the channel sections at the upper end can have interacting elements for hooking or threading, which remain effective until full alignment and bring about the deformation or compression of the sealing strip during the alignment movement.
  • the channel sections have elements for rigid connection or locking.
  • this hook and bolt connection can also a screw flange connection can be provided, the permanently elastic deformation of the seal being brought about when it is braced.
  • the gutter sections 1, 2 to be assembled have a tongue and groove connection 3, 4 at the joints, whereby but a groove remains between the counter surfaces, which is filled with an elastically solidifying sealing compound 5 in the installed state.
  • a filling hole 6 (FIG. 2) is provided which runs through the steel frame 7 which is recessed at this point and serves as a support for the grate (not shown). The grate can be screwed to the frame (screw holes 8).
  • the end faces of the gutter sections are soaked or coated with an impregnating compound before installation, which has a good affinity for the sealing compound. This also closes and smoothens the rough surface of concrete channels.
  • gutter sections 1 ⁇ , 2 ⁇ which consists of an upper hook / eye connection 13, 14 and a lower bolt catch 15, 16.
  • the gutter sections are first hooked in at the top and then tilted down until they snap into place. In this way the gutter shots are at the moment when the Sealant reacts, already firmly connected.
  • the seals according to FIGS. 4 to 6 are elastic sealing profiles which seal by deformation in the corresponding profiled groove.
  • the groove 17 in FIG. 4 is open towards the inside of the channel and has an omega profile, so that a sealing strip 18 with an egg-shaped hollow profile and an inner baseboard can be pressed in from the inside.
  • the deformation of the hollow profile when inserting creates the sealing force. It is not necessary to pressurize the cavity.
  • the groove 19 according to Fig. 5/6 has the shape of an irregular hexagon.
  • the originally flat-rectangular sealing strip 20 the length of which exceeds the groove depth, deforms when the channel sections are pushed together by compression and completely fills the groove in the final state.
  • a variant of this last-described embodiment can consist in providing the profile of the sealing strip with a transverse web which lies between the gutter sections and limits the compression of the longitudinal web.
  • the crossbar when it extends to the inside of the gutter, forms a clean, seamless transition between the two gutter sections.
  • Another possibility of connecting the gutter sections to one another is screw flanges that surround the front ends on the outside. Instead of the screw, a snap lock can be provided, which accelerates the assembly.
  • the groove for the insertion of the elastomer seal lies in the flanges themselves.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

The invention relates to gutters which can be joined together for ground drainage. The object of permanently sealing the gutter sections (1, 2) to be joined together at the junction points is achieved by the fact that the front ends are prepared for the introduction of elastomeric sealing elements (5). The sealing element is preferably an elastically solidifying sealing compound (5), which is introduced into a groove. For better adhesion of the sealing compound, at least the contact surfaces (3, 4) of the sealing compound are dipped into or coated with an impregnating agent. Sealing compounds composed of two components can be accommodated in the front ends and caused to react at the moment of assembly. The elastomeric seals also withstand subsidence and displacement of the gutter sections. <IMAGE>

Description

Die Erfindung betrifft Entwässerungsrinnen für die Straßen-, Hof- oder Gebäudeflächenentwässerung. Im Zuge der Forderung nach Abdichtung aller Arten von Entwässerungsgegenständen gegen Eindringen von Flüssigkeiten in das Grundwasser oder den Unterbau müssen auch Rinnen als Teil dieses Systems erfaßt werden. Rinnen dieser Art werden zur Zeit noch entweder lose zusammengesteckt oder allenfalls mit einem Fugenmörtel abgedichtet, der jedoch entweder nur kurz an den Rinnenenden haftet oder durch Setzungen und Erschütterungen zerrieben wird.The invention relates to drainage channels for street, courtyard or building surface drainage. In the course of the demand for sealing all types of drainage objects against the ingress of liquids into the groundwater or the substructure, channels must also be included as part of this system. Channels of this type are currently either loosely plugged together or, if necessary, sealed with a grout, which, however, either only adheres briefly to the ends of the channels or is ground up by settlement and vibrations.

Die Aufgabe, für eine dauerhafte dichte Verbindung der Rinnenstöße zu sorgen, wird erfindungsgemäß dadurch gelöst, daß die Stirnenden der Rinnenabschnitte für das Einbringen von elastomeren Dichtelementen vorbereitet sind. Handelt es sich um Rinnen aus Zement-, Stahl- oder Reaktionsharzbeton, dann ist es außerordentlich vorteilhaft, wenn die Stirnenden für eine gute Haftung der nach dem Einbau einzubringenden, dauerelastisch erstarrenden Fugendichtmasse vorbereitet sind. Dies kann z.B. durch Eintauchen der Stirnenden in ein erstarrendes Imprägniermittel oder dgl. geschehen. Es ist auch denkbar, die Fugendichtmasse durch Eingießen oder Einspritzen in eine an der Stirnseite der Rinnenabschnitte vorgesehene Nut einzubringen. Diese Nut kann je zur Hälfte in einem Stirnende liegen.The object of ensuring a permanent tight connection of the channel joints is achieved according to the invention in that the front ends of the channel sections are prepared for the introduction of elastomeric sealing elements. If the channels are made of cement, steel or reactive resin concrete, then it is extremely advantageous if the ends are prepared for good adhesion of the permanently elastic joint sealing compound to be inserted after installation. This can be done, for example, by dipping the forehead into one solidifying impregnating agent or the like. It is also conceivable to introduce the joint sealing compound by pouring or injecting it into a groove provided on the end face of the channel sections. This groove can be half in one end.

Eine besonders vorteilhafte Ausgestaltung der Erfindung besteht darin, eine aus zwei miteinander reagierenden Komponenten bestehende Fugendichtmasse zu verwenden. Hierbei können die beiden Komponenten so in den Stirnenden untergebracht sein, daß sie im Augenblick des Zusammensetzens miteinander reagieren und die Dichtnut ausfüllen.A particularly advantageous embodiment of the invention consists in using a joint sealing compound consisting of two components which react with one another. Here, the two components can be accommodated in the front ends so that they react with one another at the moment of assembly and fill the sealing groove.

Eine andere Möglichkeit zur dauerhaften Abdichtung der Fugen besteht darin, eine über die ganze Profilhöhe verlaufende Nut vorzusehen und in diese Nut einen dauerelastischen Dichtstreifen einzulegen, der beim Zusammensetzen mindestens teilweise verformt und/oder komprimiert wird. Insbesondere hat der Dichtstreifen ein Hohlprofil oder ein Winkelprofil, dessen in Längsrichtung liegender Schenkel beim Zusammensetzen in der Nut komprimiert wird.Another possibility for the permanent sealing of the joints is to provide a groove running over the entire profile height and to insert a permanently elastic sealing strip into this groove, which is at least partially deformed and / or compressed during assembly. In particular, the sealing strip has a hollow profile or an angle profile, the leg lying in the longitudinal direction is compressed in the groove when being assembled.

Um die Verformung und damit die Dichtkraft über die ganze Einbaudauer aufrecht erhalten zu können, werden die Rinnenabschnitte vorzugsweise starr miteinander verriegelt oder verbunden. Hierzu können die Rinnenabschnitte am oberen Ende paarweise zusammenwirkende Elemente zum Einhaken oder Einfädeln aufweisen, die bis zum vollen Ausrichten wirksam bleiben und bei der Ausrichtbewegung die Verformung bzw. Kompression des Dichtstreifens herbeiführen. Unten besitzen die Rinnenabschnitte Elemente zum starren Verbinden oder Verriegeln. Statt dieser Haken- und Riegelverbindung kann auch eine Schraubflanschverbindung vorgesehen werden, bei deren Verspannung die dauerelastische Verformung der Dichtung herbeigeführt wird.In order to be able to maintain the deformation and thus the sealing force over the entire installation period, the channel sections are preferably rigidly locked or connected to one another. For this purpose, the channel sections at the upper end can have interacting elements for hooking or threading, which remain effective until full alignment and bring about the deformation or compression of the sealing strip during the alignment movement. At the bottom, the channel sections have elements for rigid connection or locking. Instead of this hook and bolt connection can also a screw flange connection can be provided, the permanently elastic deformation of the seal being brought about when it is braced.

Weitere Einzelheiten der Erfindung gehen aus den in den Zeichnungen dargestellten Ausführungsbeispielen hervor, die nachfolgend detailliert beschrieben werden.Further details of the invention emerge from the exemplary embodiments illustrated in the drawings, which are described in detail below.

Es zeigen:

  • Fig. 1 die Draufsicht auf den Rinnenstoß einer ersten Ausführungsform.
  • Fig. 2 die Ansicht auf ein Detail nach Pfeil II aus Fig. 1.
  • Fig. 3 eine zweite Ausführungsform in der Draufsicht
  • Fig. 4 einen Schnitt durch eine dritte Ausführungsform, bei der die Dichtung in einen Spalt im Rinnenstoß eingeschoben wird,
  • Fig. 5/6 eine andere Dichtungsform im eingelegten und verformten Zustand,
  • Fig. 7/8 die Seitenansicht auf die mit einer Verhakung versehenen Rinnenenden einer letzten Ausführungsform.
Show it:
  • Fig. 1 is a plan view of the gutter joint of a first embodiment.
  • 2 shows the view of a detail according to arrow II from FIG. 1.
  • Fig. 3 shows a second embodiment in plan view
  • 4 shows a section through a third embodiment, in which the seal is inserted into a gap in the channel joint,
  • 5/6 another form of seal in the inserted and deformed state,
  • Fig. 7/8 the side view of the hooked gutter ends of a last embodiment.

Nach Fig. 1/2 besitzen die zusammenzusetzenden Rinnenschüsse 1, 2 an den Stoßstellen eine Nut/Feder-Verbindung 3, 4, wobei aber zwischen den Gegenflächen eine Nut verbleibt, die im Einbauzustand mit einer elastisch erstarrenden Dichtmasse 5 gefüllt wird. Zum Einfüllen der Masse ist eine Füllbohrung 6 (Fig. 2) vorgesehen, die durch die an dieser Stelle ausgesparte Stahlzarge 7 verläuft, die als Auflage für den (nicht dargestellten) Rost dient. Der Rost kann mit der Zarge verschraubt werden (Schraublöcher 8).According to Fig. 1/2, the gutter sections 1, 2 to be assembled have a tongue and groove connection 3, 4 at the joints, whereby but a groove remains between the counter surfaces, which is filled with an elastically solidifying sealing compound 5 in the installed state. To fill the mass, a filling hole 6 (FIG. 2) is provided which runs through the steel frame 7 which is recessed at this point and serves as a support for the grate (not shown). The grate can be screwed to the frame (screw holes 8).

Um der Dichtmasse 5 eine bessere Haftung zu geben, sind die Stirnseiten der Rinnenschüsse vor dem Einbau mit einer Imprägniermasse getränkt oder bestrichen, die zu der Dichtmasse eine gute Affinität hat. Dadurch wird auch die bei Betonrinnen rauhe Oberfläche geschlossen und geglättet.In order to give the sealing compound 5 better adhesion, the end faces of the gutter sections are soaked or coated with an impregnating compound before installation, which has a good affinity for the sealing compound. This also closes and smoothens the rough surface of concrete channels.

Bei der Rinnenbauform nach Fig. 3 ist keine Einfüllöffnung mehr vorgesehen, sondern nur noch eine über die ganze Rinnenhöhe verlaufende Nut 9, die je zur Hälfte in dem einen der beiden Rinnenschüsse 1′, 2′ liegt. Am Rinnenboden ist diese Nut nach beiden Seiten in je eine Kammer 10, 10′ erweitert, in der sich die zwei Komponenten der Dichtmasse befinden. Die Kammern 10, 10′ sind durch dünne Membrane verschlossen, die im Augenblick des Zusammenbaus durchstoßen werden, so daß die Komponenten miteinander reagieren und die Nut unter Schäumen ausfüllen können. Es ist zweckmäßig, die Rinnenschüsse 1′, 2′ hierbei durch Laschen 11, 12 vorübergehend miteinander zu verbinden, da die schäumende Dichtmasse einen gewissen Druck ausübt. Es kommt für die Verbindung der Rinnenschüsse 1˝, 2˝ auch die Verriegelung nach Fig. 7/8 in Frage, die aus einer oberen Haken/Ösen-Verbindung 13, 14 und einem unteren Riegelschnäpper 15, 16 besteht. Die Rinnenschüsse werden erst oben eingehängt und dann bis zum Einschnappen nach unten gekippt. Auf diese Weise sind die Rinnenschüsse in dem Augenblick, in dem die Dichtmasse reagiert, bereits fest miteinander verbunden.In the gutter design according to FIG. 3, there is no longer a filling opening, but only a groove 9 running over the entire gutter height, which is half in one of the two gutter sections 1 ', 2'. At the bottom of the channel, this groove is expanded on both sides in a chamber 10, 10 ', in which the two components of the sealing compound are located. The chambers 10, 10 'are closed by thin membranes which are pierced at the moment of assembly, so that the components can react with one another and fill the groove with foams. It is advisable to temporarily connect the channel sections 1 ', 2' here by means of tabs 11, 12, since the foaming sealing compound exerts a certain pressure. There is also the locking according to Fig. 7/8 in question for the connection of the gutter sections 1˝, 2˝, which consists of an upper hook / eye connection 13, 14 and a lower bolt catch 15, 16. The gutter sections are first hooked in at the top and then tilted down until they snap into place. In this way the gutter shots are at the moment when the Sealant reacts, already firmly connected.

Bei den Dichtungen nach den Figuren 4 bis 6 handelt es sich um elastische Dichtprofile, die in der entsprechenden profilierten Nut durch Verformung dichten. Die Nut 17 bei Fig. 4 ist zum Rinneninneren hin offen und hat ein Omega-Profil, so daß ein Dichtstreifen 18 mit eiförmigem Hohlprofil und einer inneren Fußleiste von innen eingedrückt werden kann. Die Verformung des Hohlprofils beim Einlegen erzeugt die Dichtkraft. Das Unterdrucksetzen des Hohlraumes ist nicht erforderlich. Die Nut 19 nach Fig. 5/6 hat die Form eines unregelmäßigen Sechsecks. Der ursprünglich flachrechteckige Dichtstreifen 20, dessen Länge die Nuttiefe übersteigt, verformt sich beim Zusammenschieben der Rinnenschüsse durch Stauchen und füllt im Endzustand die Nut vollständig aus.The seals according to FIGS. 4 to 6 are elastic sealing profiles which seal by deformation in the corresponding profiled groove. The groove 17 in FIG. 4 is open towards the inside of the channel and has an omega profile, so that a sealing strip 18 with an egg-shaped hollow profile and an inner baseboard can be pressed in from the inside. The deformation of the hollow profile when inserting creates the sealing force. It is not necessary to pressurize the cavity. The groove 19 according to Fig. 5/6 has the shape of an irregular hexagon. The originally flat-rectangular sealing strip 20, the length of which exceeds the groove depth, deforms when the channel sections are pushed together by compression and completely fills the groove in the final state.

Eine Variante dieser letztbeschriebenen Ausführungsform kann darin bestehen, das Profil des Dichtstreifens mit einem Quersteg zu versehen, der sich zwischen die Rinnenschüsse legt und die Kompression des Längsstegs begrenzt. Gleichzeitig bildet der Quersteg, wenn er bis zur Rinneninnenfläche geführt ist, einen sauberen fugenlosen Übergang der beiden Rinnenschüsse.A variant of this last-described embodiment can consist in providing the profile of the sealing strip with a transverse web which lies between the gutter sections and limits the compression of the longitudinal web. At the same time, the crossbar, when it extends to the inside of the gutter, forms a clean, seamless transition between the two gutter sections.

Eine weitere Verbindungsmöglichkeit der Rinnenschüsse untereinander sind Schraubflansche, die die Stirnenden außen umgeben. Statt der Schraub- kann eine Schnappverriegelung vorgesehen sein, die den Zusammenbau beschleunigt. Die Nut für das Einbringen der elastomeren Dichtung liegt in den Flanschen selber.Another possibility of connecting the gutter sections to one another is screw flanges that surround the front ends on the outside. Instead of the screw, a snap lock can be provided, which accelerates the assembly. The groove for the insertion of the elastomer seal lies in the flanges themselves.

Claims (14)

1. Entwässerungsrinne, bestehend aus mehreren stirnseitig aneinanderzusetzenden Rinnenabschnitten, mit längsschlitzförmigen oder in einem Abdeckrost befindlichen oberen Einlauföffnungen, dadurch gekennzeichnet, daß die Stirnenden der Rinnenabschnitte (1, 2, 1′, 2′, 1˝, 2˝) für das Einbringen von elastomeren Dichtelementen /5, 18, 20) vorbereitet sind.1. Drainage channel, consisting of several end-to-end channel sections, with longitudinal slot-shaped or in a cover grate upper inlet openings, characterized in that the front ends of the channel sections (1, 2, 1 ', 2', 1˝, 2˝) for the introduction of elastomeric sealing elements / 5, 18, 20) are prepared. 2. Entwässerungsrinne nach Anspruch 1, dadurch gekennzeichnet, daß das Dichtelement eine dauerelastisch erstarrende Fugendichtmasse (5) ist und daß die Stirnenden für eine gute Haftung der Fugendichtmasse vorbereitet sind.2. Drainage channel according to claim 1, characterized in that the sealing element is a permanently elastic solidifying joint sealant (5) and that the ends are prepared for good adhesion of the joint sealant. 3. Entwässerungsrinne nach Anspruch 2, dadurch gekennzeichnet, daß die Stirnenden in ein erstarrendes Imprägniermittel getaucht oder mit diesem bestrichen sind.3. Drainage channel according to claim 2, characterized in that the ends are immersed in a solidifying impregnating agent or coated with this. 4. Entwässerungsrinne nach Anspruch 1, dadurch gekennzeichnet, daß die Fugen der Rinnenabschnitte (1, 2, 1′, 2′) für das Eingießen oder Einspritzen eines elastomeren Dichtmittels (5) vorbereitet sind.4. Drainage channel according to claim 1, characterized in that the joints of the channel sections (1, 2, 1 ', 2') are prepared for pouring or injecting an elastomeric sealant (5). 5. Entwässerungsrinne nach Anspruch 1, dadurch gekennzeichnet, daß die Fugen (9) die zwei miteinander reagierenden Komponenten der elastomeren Dichtmasse getrennt enthalten.5. Drainage channel according to claim 1, characterized in that the joints (9) contain the two reacting components of the elastomeric sealing compound separately. 6. Entwässerungsrinne nach Anspruch 5, dadurch gekennzeichnet, daß die zwei Komponenten so untergebracht sind, daß sie im Augenblick des Zusammensetzens von zwei Rinnenabschnitten miteinander reagieren.6. Drainage channel according to claim 5, characterized in that the two components are housed so that they react with each other at the moment of assembling two channel sections. 7. Entwässerungsrinne nach Anspruch 6, dadurch gekennzeichnet, daß das eine Stirnende (1′) die eine und das benachbarte Stirnende (2′) die andere Komponente enthält und Mittel vorgesehen sind, die die Kapselung durchstoßen oder zerstören.7. Drainage channel according to claim 6, characterized in that the one end (1 ') one and the adjacent end (2') contains the other component and means are provided which pierce or destroy the encapsulation. 8. Entwässerungsrinne nach Anspruch 4, dadurch gekennzeichnet, daß wenigstens in einer Stirnseite ein über das ganze Profil verlaufender, zur benachbarten Stirnseite offener Kanal vorgesehen ist, der mindestens eine Einfüllöffnung (6) aufweist.8. Drainage channel according to claim 4, characterized in that at least in one end face a channel which extends over the entire profile and is open to the adjacent end face is provided and has at least one filling opening (6). 9. Entwässerungsrinne nach Anspruch 1, dadurch gekennzeichnet, daß mindestens eine Stirnseite eine über das ganze Profil verlaufende Nut (17, 19) zum Einlegen eines beim Zusammensetzen der Rinnenabschnitte mindestens teilweise verformten und/oder komprimierten Dichtungsstreifens (18, 20) aufweist.9. Drainage channel according to claim 1, characterized in that at least one end face has a groove (17, 19) extending over the entire profile for inserting an at least partially deformed and / or compressed sealing strip (18, 20) when the channel sections are assembled. 10. Entwässerungsrinne nach Anspruch 9, dadurch gekennzeichnet, daß die Rinnenabschnitte am oberen Ende zusammenwirkende Elemente (13, 14) zum Einhaken oder Einfädeln aufweisen, die bis zum vollen Ausrichten der Rinnenabschnitte (1˝, 2˝) wirksam sind und die Kompression bzw. Verformung der Dichtung herbeiführen.10. Drainage channel according to claim 9, characterized in that the channel sections at the upper end have cooperating elements (13, 14) for hooking or threading, which are effective until the channel sections (1˝, 2˝) are fully aligned and the compression or Deform the seal. 11. Entwässerungsrinne nach Anspruch 10, dadurch gekennzeichnet, daß am unteren Ende der Rinnenabschnitte Elemente (15, 16) zum starren Verbinden oder Verriegeln der Rinnenabschnitte vorgesehen sind.11. Drainage channel according to claim 10, characterized in that elements (15, 16) are provided for rigidly connecting or locking the channel sections at the lower end of the channel sections. 12. Entwässerungsrinne nach Anspruch 9, dadurch gekennzeichnet, daß die Dichtung aus einem in die Nut greifenden und dort komprimierten Längsabschnitt und einem in Richtung der Fugenfläche verlaufenden Anschlagabschnitt besteht, der die Kompression begrenzt.12. Drainage channel according to claim 9, characterized in that the seal consists of a longitudinal section engaging in the groove and compressed there and a stop section extending in the direction of the joint surface, which limits the compression. 13. Entwässerungsrinne nach Anspruch 9, dadurch gekennzeichnet, daß die Nut (17) zum Rinneninnern hin offen ist, daß sie je zur Hälfte auf die beiden Rinnenenden verteilt ist und daß sie nach außen einen Hinterschnitt aufweist, in den eine ein entsprechendes Hohlprofil aufweisende Dichtleiste (18) eindrückbar ist.13. Drainage channel according to claim 9, characterized in that the groove (17) is open towards the inside of the channel, that it is distributed in half to the two channel ends and that it has an undercut on the outside into which a sealing strip has a corresponding hollow profile (18) can be pressed in. 14. Entwässerungsrinne nach einem oder mehreren der vorstehenden Ansprüche, dadurch gekennzeichnet, daß die Rinnenenden Flansche zum Schraubverspannen aufweisen und daß die Flanschaußenfläche zur Aufnahme der komprimierbaren oder reagierenden Dichtung vorbereitet sind.14. Drainage channel according to one or more of the preceding claims, characterized in that the channel ends have flanges for screwing and that the flange outer surface is prepared for receiving the compressible or reactive seal.
EP89111085A 1988-08-10 1989-06-19 Method for fabricating a gutter Expired - Lifetime EP0357895B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3827041A DE3827041A1 (en) 1988-08-10 1988-08-10 DRAINAGE GUTTER
DE3827041 1988-08-10

Publications (3)

Publication Number Publication Date
EP0357895A2 true EP0357895A2 (en) 1990-03-14
EP0357895A3 EP0357895A3 (en) 1990-06-13
EP0357895B1 EP0357895B1 (en) 1992-12-23

Family

ID=6360530

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89111085A Expired - Lifetime EP0357895B1 (en) 1988-08-10 1989-06-19 Method for fabricating a gutter

Country Status (2)

Country Link
EP (1) EP0357895B1 (en)
DE (2) DE3827041A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0576102A1 (en) * 1992-06-26 1993-12-29 Labiton B.V. Cutter comprising several parts, combination of the gutter and paving elements, method for the production of the gutter and auxiliary element used for the production
DE9311904U1 (en) * 1992-06-26 1994-03-03 Labiton B.V., Zelhem Trough from several channel elements, channel elements for such a trough and auxiliary part for the production of such a trough
WO1994025694A1 (en) * 1993-04-28 1994-11-10 Aco Severin Ahlmann Gmbh & Co. Kg Drainage channel
FR2716217A1 (en) * 1994-02-16 1995-08-18 Prefaest Sa Gutter and immobilisable gutter element.
AT403392B (en) * 1996-02-15 1998-01-26 Kosatko Norbert Ing CONNECTING BODY FOR CONNECTING TWO IN THE ESSENTIAL U-SHAPED GUTTER ELEMENTS
DE102004008320A1 (en) * 2003-04-04 2004-10-28 Franz Köhler Beton- und Fertigteilwerk (GmbH & Co.) Saw with insert between handle and weld part at front end, has segment connected to insert by locking mechanism used to fix insert inside handle

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9000569U1 (en) * 1990-01-20 1990-03-01 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Disposal channel
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
DE9108999U1 (en) * 1991-07-22 1991-09-12 Birco Baustoffwerk GmbH, 7570 Baden-Baden Rectangular concrete construction element with a channel-shaped recess for creating a sealed channel system
DE9319836U1 (en) * 1993-12-23 1994-03-17 Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt Drainage channel system
DE102016103275A1 (en) * 2016-02-24 2017-08-24 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Seal of a drainage channel

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE977023C (en) * 1954-11-07 1964-11-19 Goldschmidt Ag Th Method for sealing the sleeves of sewer and pipelines with potting compound
DE2441118A1 (en) * 1974-08-28 1976-03-25 Buescher Pebueso Beton Sealing for shaped building components - gas mastic filled channel in one component with mating ridge in second component
EP0016837A1 (en) * 1978-03-29 1980-10-15 UMEZAWA, Norihiro Coupling structure for water channels
DE3542427A1 (en) * 1985-11-30 1987-06-04 Muecher Hermann Gmbh Socketed-pipe connection
DE8713353U1 (en) * 1987-10-05 1988-01-07 Hauraton Betonwarenfabrik GmbH & Co KG, 7550 Rastatt Drainage channel composed of connected sections

Family Cites Families (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE661530C (en) * 1938-06-20 Augustin Stumpf Gas- and watertight connection of pipes, fittings, etc. like
DD26065A (en) *
DE498090C (en) * 1930-05-17 Karl Peter May Pipe connection for butt colliding pipe ends
FR520204A (en) * 1916-11-15 1921-06-22 Julius Mueggenburg Assembling shaking gutters
GB716261A (en) * 1952-02-11 1954-09-29 Douglas Thomas Wallis Improvements in or relating to gutters
GB963910A (en) * 1960-01-18 1964-07-15 Albert Stulz Improvements in and relating to pipe joints
FR1316748A (en) * 1962-01-25 1963-02-01 Watertight junction system for metal gutters
DE1866042U (en) * 1962-05-12 1963-01-24 Hermann Vauth RAIN GUTTER FOR USE IN BUILDING CONSTRUCTION.
DE1224105B (en) * 1962-11-02 1966-09-01 Continental Gummi Werke Ag poetry
DE1939594U (en) * 1966-02-18 1966-05-26 Karl Broermann PRE-FABRICATED PART FOR THE PRODUCTION OF A GRAIN
US3706628A (en) * 1970-01-14 1972-12-19 Saiag Spa Extruded flexible sealing strip
DE7010087U (en) * 1970-03-19 1970-07-16 Allendorfer Stahl GUTTER COVERED WITH GRATING IN FRONT OF GARAGE DOORS AND THE LIKE.
US3917285A (en) * 1973-05-14 1975-11-04 Interpace Corp Collar for joint of underground pipe
DE2413340A1 (en) * 1974-03-20 1975-10-30 Juergen Jora Bridging joint gap between building components - with waterproof adhesive layers joined by expansible filler layer
NL163590C (en) * 1978-06-07 1980-09-15 Dhv Raadgevend Ing FILTER TUBE FOR SOURCE DEFLECTION.
DE7831677U1 (en) * 1978-10-24 1979-03-08 Hargens, Hans, 2371 Buensdorf MOLDING STONE WITH INNER DRAINAGE CHANNEL
DE2948543A1 (en) * 1979-12-03 1981-06-04 Mannesmann AG, 4000 Düsseldorf Water duct concrete lining watertight joint - is wedge shaped with clinging elastic sealant in part above clamped cross inlay
DE3216276A1 (en) * 1982-03-25 1983-12-01 BBC Aktiengesellschaft Brown, Boveri & Cie., 5401 Baden, Aargau FLANGE GASKET
DE8315463U1 (en) * 1983-05-26 1984-05-03 Betonwerk Hans Erlenmaier, 7959 Schwendi WATER DRAINSTONE
DE8435101U1 (en) * 1984-11-30 1985-03-28 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg DRAINAGE GUTTER
DE3500271A1 (en) * 1985-01-05 1986-07-10 BFV Bau-Fertigteile-Verden GmbH & Co KG, 2810 Verden Drainage element
DD243742A1 (en) * 1985-11-20 1987-03-11 Zentralinstitut Schweiss METHOD FOR PRODUCING HIGH PRESSURE PIPE CONNECTIONS

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE977023C (en) * 1954-11-07 1964-11-19 Goldschmidt Ag Th Method for sealing the sleeves of sewer and pipelines with potting compound
DE2441118A1 (en) * 1974-08-28 1976-03-25 Buescher Pebueso Beton Sealing for shaped building components - gas mastic filled channel in one component with mating ridge in second component
EP0016837A1 (en) * 1978-03-29 1980-10-15 UMEZAWA, Norihiro Coupling structure for water channels
DE3542427A1 (en) * 1985-11-30 1987-06-04 Muecher Hermann Gmbh Socketed-pipe connection
DE8713353U1 (en) * 1987-10-05 1988-01-07 Hauraton Betonwarenfabrik GmbH & Co KG, 7550 Rastatt Drainage channel composed of connected sections

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0576102A1 (en) * 1992-06-26 1993-12-29 Labiton B.V. Cutter comprising several parts, combination of the gutter and paving elements, method for the production of the gutter and auxiliary element used for the production
DE9311904U1 (en) * 1992-06-26 1994-03-03 Labiton B.V., Zelhem Trough from several channel elements, channel elements for such a trough and auxiliary part for the production of such a trough
WO1994025694A1 (en) * 1993-04-28 1994-11-10 Aco Severin Ahlmann Gmbh & Co. Kg Drainage channel
US5518336A (en) * 1993-04-28 1996-05-21 Aco Severin Ahlmann Gmbh & Co. Kg Drainage gutter and method of installing
AU669994B2 (en) * 1993-04-28 1996-06-27 Aco Severin Ahlmann Gmbh & Co. Kg Drainage channel
FR2716217A1 (en) * 1994-02-16 1995-08-18 Prefaest Sa Gutter and immobilisable gutter element.
EP0668408A1 (en) * 1994-02-16 1995-08-23 Prefaest S.A. Gutter and fixable gutter element
AT403392B (en) * 1996-02-15 1998-01-26 Kosatko Norbert Ing CONNECTING BODY FOR CONNECTING TWO IN THE ESSENTIAL U-SHAPED GUTTER ELEMENTS
DE102004008320A1 (en) * 2003-04-04 2004-10-28 Franz Köhler Beton- und Fertigteilwerk (GmbH & Co.) Saw with insert between handle and weld part at front end, has segment connected to insert by locking mechanism used to fix insert inside handle

Also Published As

Publication number Publication date
DE58903094D1 (en) 1993-02-04
DE3827041A1 (en) 1990-02-15
EP0357895B1 (en) 1992-12-23
EP0357895A3 (en) 1990-06-13

Similar Documents

Publication Publication Date Title
DE2400954A1 (en) ASSEMBLY UNIT
EP0357895A2 (en) Method for fabricating a gutter
WO1996023958A1 (en) Seal arrangement for tubular tunnel segments
DE3912136A1 (en) FIXED GLAZED WOOD / METAL WINDOW
DE10262101B4 (en) insulating board
DE69026501T2 (en) WINDOW, DOOR OR SIMILAR LOCKS
DE202005000604U1 (en) Sealing arrangement for facades or roof windows has strip shaped sealing profile with which seal base is fixed and contact surface is provided at detachable bar which is enclosed in groove of sealing profile
AT396265B (en) DEVICE FOR BRIDGING EXPANSION JOINTS, IN PARTICULAR IN CONCRETE BRIDGES
EP1719848A2 (en) Drainage gutter composed of gutter elements
DE2808386C3 (en) Device for bridging expansion joints, especially in bridges, road sections or the like.
EP3342948B1 (en) Facade with sealing element
DE8807858U1 (en) Reinforced concrete slotted pipe for drainage of surface water
AT401946B (en) GASKET FOR WORK JOINTS IN AND ON CONCRETE CONSTRUCTIONS
EP0651839B1 (en) Drainage channel
DE10104376C1 (en) Process for sealing a building joint and joint tape therefor
DE202020004474U1 (en) Light shaft with facility for assembly
WO2001053657A1 (en) Framework system
DE202013103285U1 (en) Dilatation and contraction joints in concrete traffic areas
DE3131804C1 (en) Device for bridging expansion joints in sidewalks, parking decks or the like.
DE19755603A1 (en) Press system for sealing work seam between two concrete component parts
DE9422260U1 (en) Drainage channel
DE19953675A1 (en) Cross-joint connection for profiled posts and beams has one-piece cross-shaped sealing element to cover butt joints on weather side
DE202004001009U1 (en) Monolithic drain system to remove excess surface water consists of drain body of concrete with plastic lining, and permanently fixed cover of cast iron
DE29619726U1 (en) Waterproof expansion joint profile arrangement
DE102019124652A1 (en) Connection element for an outer door

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): BE DE FR LU NL

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): BE DE FR LU NL

17P Request for examination filed

Effective date: 19900709

17Q First examination report despatched

Effective date: 19900810

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): BE DE FR LU NL

XX Miscellaneous (additional remarks)

Free format text: TEILANMELDUNG 92106390.5 EINGEREICHT AM 14.04.92.

ET Fr: translation filed
REF Corresponds to:

Ref document number: 58903094

Country of ref document: DE

Date of ref document: 19930204

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
EPTA Lu: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 19950401

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19950411

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19950428

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19950503

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19950627

Year of fee payment: 7

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19960619

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19960630

BERE Be: lapsed

Owner name: PASSAVANT-WERKE A.G.

Effective date: 19960630

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Effective date: 19970101

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19970228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19970301

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19970101

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST