EP0357895B1 - Method for fabricating a gutter - Google Patents
Method for fabricating a gutter Download PDFInfo
- Publication number
- EP0357895B1 EP0357895B1 EP89111085A EP89111085A EP0357895B1 EP 0357895 B1 EP0357895 B1 EP 0357895B1 EP 89111085 A EP89111085 A EP 89111085A EP 89111085 A EP89111085 A EP 89111085A EP 0357895 B1 EP0357895 B1 EP 0357895B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- trough
- grooves
- groove
- joined together
- front side
- 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
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 a method for assembling and installing a drainage channel for street, courtyard or building surface drainage consisting of a plurality of channel sections to be joined at the end face.
- drainage channels must also be recorded as part of this system. Drainage channels of this type are currently either either loosely plugged together or sealed with a grout, which, however, either only adheres briefly to the end faces or is crushed by subsidence and vibrations.
- the object of ensuring a permanently tight connection of the channel sections is achieved according to the invention in that the end faces of the channel sections are immersed in or coated with a solidifying impregnating agent which improves the adhesion of the seal, that the channel sections are then rigidly connected to one another and that finally a permanently elastic joint sealing compound is introduced into the grooves of the assembled drainage channel.
- 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 each be accommodated in one end face in such a way that they only react with one another and fill the recess at the moment the channel sections are assembled.
- the channel sections In order to be able to maintain the deformation and thus the sealing force over the entire installation period, the channel sections must be rigidly locked or connected to one another.
- the channel sections at the upper end can interact in pairs Have hooking or threading.
- the channel sections At the bottom, the channel sections have elements for rigid connection or locking.
- a screw flange connection can also be provided.
- the groove sections 1, 2 to be assembled have a tongue and groove connection 3, 4 on the end faces, but a groove 9 remains between the mating surfaces, which is filled with a permanently elastic joint 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 channel sections are soaked or coated with an impregnating compound before assembly, which has good adhesion for the joint sealant.
- the rough surface of concrete and reinforced concrete channels is closed and smoothed and prepared for the adhesion of the joint sealant.
- the channel sections are first hooked in at the top and then tipped down until they snap into place. In this way, the channel sections are already firmly connected to one another at the moment when the sealing compound reacts.
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)
Description
Die Erfindung betrifft ein Verfahren zum Zusammensetzen und Einbauen einer aus mehreren stirnseitig aneinanderzusetzenden Rinnenabschnitten bestehenden Entwässerungsrinne für die Straßen-, Hof- oder Gebäudeflächenentwässerung. Im Zuge der Forderung nach Abdichtung aller Arten von Entwässerungsgegenständen gegen Eindringen von Flüssigkeiten in den Untergrund oder den Unterbau müssen auch Entwässerungsrinnen als Teil dieses Systems erfaßt werden. Entwässerungsrinnen dieser Art werden zur Zeit noch entweder lose zusammengesteckt oder allenfalls mit einem Fugenmörtel abgedichtet, der jedoch entweder nur kurz an den Stirnseiten haftet oder durch Setzungen und Erschütterungen zerrieben wird.The invention relates to a method for assembling and installing a drainage channel for street, courtyard or building surface drainage consisting of a plurality of channel sections to be joined at the end face. In the course of the demand for sealing all types of drainage objects against the ingress of liquids into the subsurface or the substructure, drainage channels must also be recorded as part of this system. Drainage channels of this type are currently either either loosely plugged together or sealed with a grout, which, however, either only adheres briefly to the end faces or is crushed by subsidence and vibrations.
Aus der EP-A- 0 016 837 ist es bekannt, die Stirnseiten der Rinnenabschnitte mit Ausnehmungen zu versehen und dort Dichtungen einzusetzen, die beim Zusammenbau gegen die jeweils benachbarte Stirnseite anliegen. Diese Art des dichtenden Zusammenbaus ist noch nicht optimal, weil die Gegenfläche für die Dichtung ggf.zu rauh ist.From EP-A-0 016 837 it is known to provide the end faces of the channel sections with recesses and to use seals there which, during assembly, bear against the respectively adjacent end face. This type of sealing assembly is not yet optimal because the mating surface for the seal may be too rough.
Die Aufgabe, für eine dauerhaft dichte Verbindung der Rinnenabschnitte zu sorgen, wird erfindungsgemäß dadurch gelöst, daß die Stirnseiten der Rinnenabschnitte in ein die Haftung der Dichtung verbesserndes erstarrendes Imprägniermittel getaucht oder mit diesem bestrichen werden, daß die Rinnenabschnitte anschließend starr miteinander verbunden werden und daß schließlich in die Nuten der zusammengesetzten Entwässerungsrinne eine dauerelastisch erstarrende Fugendichtmasse eingebracht wird.The object of ensuring a permanently tight connection of the channel sections is achieved according to the invention in that the end faces of the channel sections are immersed in or coated with a solidifying impregnating agent which improves the adhesion of the seal, that the channel sections are then rigidly connected to one another and that finally a permanently elastic joint sealing compound is introduced into the grooves of the assembled drainage channel.
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 je einer Stirnseite untergebracht sein, daß sie erst im Augenblick des Zusammensetzens der Rinnenabschnitte miteinander reagieren und die Ausnehmung ausfüllen.A particularly advantageous embodiment of the invention consists in using a joint sealing compound consisting of two components which react with one another. In this case, the two components can each be accommodated in one end face in such a way that they only react with one another and fill the recess at the moment the channel sections are assembled.
Um die Verformung und damit die Dichtkraft über die ganze Einbaudauer aufrecht erhalten zu können, müssen die Rinnenabschnitte also starr miteinander verriegelt oder verbunden werden. Hierzu können die Rinnenabschnitte am oberen Ende paarweise zusammenwirkende Elemente zum Einhaken oder Einfädeln aufweisen. Unten besitzen die Rinnenabschnitte Elemente zum starren Verbinden oder Verriegeln. Statt dieser Haken- und Riegelverbindung kann auch eine Schraubflanschverbindung vorgesehen werden.In order to be able to maintain the deformation and thus the sealing force over the entire installation period, the channel sections must be rigidly locked or connected to one another. For this purpose, the channel sections at the upper end can interact in pairs Have hooking or threading. At the bottom, the channel sections have elements for rigid connection or locking. Instead of this hook and bolt connection, a screw flange connection can also be provided.
Weitere Einzelheiten des erfindungsgemäßen Verfahrens gehen aus den in den Zeichnungen dargestellten Ausführungsbeispielen hervor, die nachfolgend detailliert beschrieben werden.Further details of the method according to the invention emerge from the exemplary embodiments illustrated in the drawings, which are described in detail below.
Es zeigen:
- Fig.1
- die Draufsicht auf die Stoßstelle zweier Rinnenabschnitte einer ersten Ausführungsform einer Entwässerungsrinne
- Fig. 2
- die Ansicht auf ein Detail nach Schnitt II - II aus Fig. 1
- Fig. 3
- eine zweite Ausführungsform in der Draufsicht
- Fig. 4/5
- die Seitenansicht auf die mit einer oberen Verhakung versehenen Stirnseiten einer dritten Ausführungsform.
- Fig. 6
- die untere Verriegelung für die Ausführungsform nach Fig. 4/5.
- Fig. 1
- the top view of the joint of two channel sections of a first embodiment of a drainage channel
- Fig. 2
- the view of a detail according to section II - II of FIG. 1
- Fig. 3
- a second embodiment in plan view
- Fig. 4/5
- the side view of the end faces provided with an upper hooking of a third embodiment.
- Fig. 6
- the lower lock for the embodiment of Fig. 4/5.
Nach Fig. 1/2 besitzen die zusammenzusetzenden Rinnenabschnitte 1, 2 an den Stirnseiten eine Nut/Feder-Verbindung 3, 4, wobei aber zwischen den Gegenflächen eine Nut 9 verbleibt, die im Einbauzustand mit einer dauerelastisch erstarrenden Fugendichtmasse 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 Fugendichtmasse 5 eine bessere Haftung zu geben, sind die Stirnseiten der Rinnenabschnitte vor dem Zusammenbau mit einer Imprägniermasse getränkt oder bestrichen, die für die Fugendichtmasse eine gute Haftung hat. Dadurch wird auch die bei Beton- und Stahlbetonrinnen rauhe Oberfläche geschlossen und geglättet und für die Haftung der Fugendichtmasse vorbereitet.In order to give the
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 Rinnenabschnitte 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 Membranen (kapselungen) 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 Rinnenabschnitte 1', 2' hierbei durch Laschen 11, 12 wenigstens vorübergehend miteinander zu verbinden, da die schäumende Fugendichtmasse einen gewissen Druck ausübt. Es kommt für die Verbindung der Rinnenabschnitte 1'', 2'' auch die Verriegelung nach Fig. 4/5, 6 in Frage, die aus einer oberen Haken/Ösen-Verbindung 13, 14 und einem unteren Riegelschnäpper 15, 16 besteht. Die Rinnenabschnitte werden erst oben eingehängt und dann bis zum Einschnappen nach unten gekippt. Auf diese Weise sind die Rinnenabschnitte 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
Eine weitere Verbindungsmöglichkeit der Rinnenabschnitte untereinander sind Schraubflansche, die die Stirnseiten außen umgeben. Statt der Schraub- kann eine Schnappverriegelung vorgesehen sein, die den Zusammenbau beschleunigt. Die Nut für das Einbringen der erstarrenden Dichtmasse liegt in den Flanschen selber.Another possibility of connecting the channel sections to one another is screw flanges that surround the outside of the end faces. Instead of the screw, a snap lock can be provided, which accelerates the assembly. The groove for the introduction of the solidifying sealant lies in the flanges themselves.
Claims (3)
- Procedure for assembly and installation of a drainage trough consisting of several trough segments (1, 2, 1', 2', 1'', 2'') which are joined together at their front sides, and which are provided above with longitudinal slots or with a cover having inlet openings and, at the front side, with grooves (9) for placing of sealings, characterized in that- the front sides of the trough segments (1, 2, 1', 2', 1'', 2'') are brushed or dipped into an impregnating agent which allows, when stiffened, a better adhesion of the sealing, and- that the trough segments are joined together rigidly,- that the grooves (9) of the assembled trough are filled with an elastic stiffening joint sealant (5).
- Procedure according to claim 1, characterized in that the used joint sealant (5) consists of two chemically interacting components, which are filled separately into the grooves (9) and only form a compound at the moment when two trough segments (1, 2, 1', 2', 1'', 2'') are joined together.
- Procedure according to claim 2, characterized in that one component is placed into the groove (9) at the front side of one trough segment and the other component into the groove (9) of the adjacent trough segment front side and which is provided by a means to pierce or destroy a capsule.
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 EP0357895A2 (en) | 1990-03-14 |
EP0357895A3 EP0357895A3 (en) | 1990-06-13 |
EP0357895B1 true 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 (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016103275A1 (en) | 2016-02-24 | 2017-08-24 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Seal of a drainage channel |
Families Citing this family (10)
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 |
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 |
NL9201143A (en) * | 1992-06-26 | 1994-01-17 | Ocra Bv | Drainage channel consisting of several channel elements, a method for manufacturing such a drainage channel, and an auxiliary component and channel element to be used in the method. |
DE4313956C2 (en) * | 1993-04-28 | 1997-01-09 | Ahlmann Aco Severin | Drainage channel |
DE9319836U1 (en) * | 1993-12-23 | 1994-03-17 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Drainage channel system |
FR2716217B1 (en) * | 1994-02-16 | 1996-05-03 | Prefaest Sa | Channel and immobilizable channel element. |
AT403392B (en) * | 1996-02-15 | 1998-01-26 | Kosatko Norbert Ing | CONNECTING BODY FOR CONNECTING TWO IN THE ESSENTIAL U-SHAPED GUTTER ELEMENTS |
DE20305435U1 (en) * | 2003-04-04 | 2003-06-12 | Franz Köhler Beton- und Fertigteilwerk (GmbH & Co.), 22844 Norderstedt | 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 |
Family Cites Families (27)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
DE977023C (en) * | 1954-11-07 | 1964-11-19 | Goldschmidt Ag Th | Method for sealing the sleeves of sewer and pipelines with potting compound |
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 |
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 |
JPS54128132A (en) * | 1978-03-29 | 1979-10-04 | Norihiro Umezawa | Joint structure of waterway |
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 |
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 |
-
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
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016103275A1 (en) | 2016-02-24 | 2017-08-24 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Seal of a drainage channel |
WO2017144508A1 (en) | 2016-02-24 | 2017-08-31 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Drainage channel comprising a seal |
Also Published As
Publication number | Publication date |
---|---|
DE3827041A1 (en) | 1990-02-15 |
DE58903094D1 (en) | 1993-02-04 |
EP0357895A2 (en) | 1990-03-14 |
EP0357895A3 (en) | 1990-06-13 |
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