EP0357895A2 - Method for fabricating a gutter - Google Patents
Method for fabricating a gutter Download PDFInfo
- 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
Links
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
Definitions
- the invention relates to 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.
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
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.
- 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
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
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
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
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)
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)
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)
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)
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)
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DE661530C (en) * | 1938-06-20 | Augustin Stumpf | Gas- and watertight connection of pipes, fittings, etc. like | |
DE498090C (en) * | 1930-05-17 | Karl Peter May | Pipe connection for butt colliding pipe ends | |
DD26065A (en) * | ||||
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 |
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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 |
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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 |
-
1988
- 1988-08-10 DE DE3827041A patent/DE3827041A1/en not_active Ceased
-
1989
- 1989-06-19 DE DE8989111085T patent/DE58903094D1/en not_active Expired - Fee Related
- 1989-06-19 EP EP89111085A patent/EP0357895B1/en not_active Expired - Lifetime
Patent Citations (5)
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)
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 |
---|---|
DE3827041A1 (en) | 1990-02-15 |
DE58903094D1 (en) | 1993-02-04 |
EP0357895B1 (en) | 1992-12-23 |
EP0357895A3 (en) | 1990-06-13 |
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