EP0357895A2 - Procédé de fabrication d'une fosse d'égout - Google Patents

Procédé de fabrication d'une fosse d'égout 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)
English (en)
Other versions
EP0357895A3 (en
EP0357895B1 (fr
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/fr
Publication of EP0357895A3 publication Critical patent/EP0357895A3/de
Application granted granted Critical
Publication of EP0357895B1 publication Critical patent/EP0357895B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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.

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)
EP89111085A 1988-08-10 1989-06-19 Procédé de fabrication d'une fosse d'égout Expired - Lifetime EP0357895B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3827041 1988-08-10
DE3827041A DE3827041A1 (de) 1988-08-10 1988-08-10 Entwaesserungsrinne

Publications (3)

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

Family

ID=6360530

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89111085A Expired - Lifetime EP0357895B1 (fr) 1988-08-10 1989-06-19 Procédé de fabrication d'une fosse d'égout

Country Status (2)

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

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0576102A1 (fr) * 1992-06-26 1993-12-29 Labiton B.V. Caniveaux constitué de plusieurs éléments, combinaison d'un caniveau et des éléments de pavage, procédé pour la fabrication d'un tel caniveau et élément auxiliaire pour la fabrication
DE9311904U1 (de) * 1992-06-26 1994-03-03 Labiton B.V., Zelhem Abflußrinne aus mehreren Rinnenelementen, Rinnenelemente für eine solche Abflußrinne sowie Hilfsteil für die Herstellung einer solchen Abflußrinne
WO1994025694A1 (fr) * 1993-04-28 1994-11-10 Aco Severin Ahlmann Gmbh & Co. Kg Conduit de drainage
FR2716217A1 (fr) * 1994-02-16 1995-08-18 Prefaest Sa Caniveau et élément de caniveau immobilisable.
AT403392B (de) * 1996-02-15 1998-01-26 Kosatko Norbert Ing Verbindungskörper zum verbinden von zwei im wesentlichen u-förmigen rinnenelementen
DE102004008320A1 (de) * 2003-04-04 2004-10-28 Franz Köhler Beton- und Fertigteilwerk (GmbH & Co.) Schlitzrinne

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9000569U1 (de) * 1990-01-20 1990-03-01 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entsorgungsrinne
DE4105902A1 (de) * 1991-02-26 1992-08-27 Hauraton Betonwaren Rinnenbauteil fuer eine extrem dichte abflussrinne
DE9108999U1 (de) * 1991-07-22 1991-09-12 Birco Baustoffwerk GmbH, 7570 Baden-Baden Rechteckförmiges Bauelement aus Beton mit einer rinnenförmigen Aussparung zur Erstellung eines abgedichteten Rinnensystems
DE9319836U1 (de) * 1993-12-23 1994-03-17 Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt Entwässerungsrinnensystem
DE102016103275A1 (de) * 2016-02-24 2017-08-24 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Dichtung einer Entwässerungsrinne

Family Cites Families (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE661530C (de) * 1938-06-20 Augustin Stumpf Gas- und wasserdichte Verbindung von Rohren, Formstuecken u. dgl.
DE498090C (de) * 1930-05-17 Karl Peter May Rohrverbindung fuer stumpf zusammenstossende Rohrenden
DD26065A (fr) *
FR520204A (fr) * 1916-11-15 1921-06-22 Julius Mueggenburg Assemblage de gouttières à secousses
GB716261A (en) * 1952-02-11 1954-09-29 Douglas Thomas Wallis Improvements in or relating to gutters
DE977023C (de) * 1954-11-07 1964-11-19 Goldschmidt Ag Th Verfahren zum Dichten der Muffen von Kanal- und Rohrleitungen mit Vergussmasse
GB963910A (en) * 1960-01-18 1964-07-15 Albert Stulz Improvements in and relating to pipe joints
FR1316748A (fr) * 1962-01-25 1963-02-01 Système de jonction étanche pour chéneaux métalliques
DE1866042U (de) * 1962-05-12 1963-01-24 Hermann Vauth Regenrinne zur verwendung im hochbau.
DE1224105B (de) * 1962-11-02 1966-09-01 Continental Gummi Werke Ag Dichtung
DE1939594U (de) * 1966-02-18 1966-05-26 Karl Broermann Baufertigteil zur herstellung einer abflussrinne.
US3706628A (en) * 1970-01-14 1972-12-19 Saiag Spa Extruded flexible sealing strip
DE7010087U (de) * 1970-03-19 1970-07-16 Allendorfer Stahl Mit gitterrost abgedeckte bodenrinne vor garagentoren und dergl.
US3917285A (en) * 1973-05-14 1975-11-04 Interpace Corp Collar for joint of underground pipe
DE2413340A1 (de) * 1974-03-20 1975-10-30 Juergen Jora Verfahren zum auskleiden von zwischen koerperwandungen liegenden fugen
DE2441118A1 (de) * 1974-08-28 1976-03-25 Buescher Pebueso Beton Abdichtung an profilbauteilen
JPS54128132A (en) * 1978-03-29 1979-10-04 Norihiro Umezawa Joint structure of waterway
NL163590C (nl) * 1978-06-07 1980-09-15 Dhv Raadgevend Ing Filterbuis voor bronbemaling.
DE7831677U1 (de) * 1978-10-24 1979-03-08 Hargens, Hans, 2371 Buensdorf Formstein mit innerem ablaufkanal
DE2948543A1 (de) * 1979-12-03 1981-06-04 Mannesmann AG, 4000 Düsseldorf Fugenausbildung in betonschichten, insbesondere in betonauskleidungen von wasserkanaelen
DE3216276A1 (de) * 1982-03-25 1983-12-01 BBC Aktiengesellschaft Brown, Boveri & Cie., 5401 Baden, Aargau Flanschdichtung
DE8315463U1 (de) * 1983-05-26 1984-05-03 Betonwerk Hans Erlenmaier, 7959 Schwendi Wasserablaufstein
DE8435101U1 (de) * 1984-11-30 1985-03-28 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entwaesserungsrinne
DE3500271A1 (de) * 1985-01-05 1986-07-10 BFV Bau-Fertigteile-Verden GmbH & Co KG, 2810 Verden Draenageelement
DD243742A1 (de) * 1985-11-20 1987-03-11 Zentralinstitut Schweiss Verfahren zur herstellung von hochdruck-rohrverbindungen
DE3542427A1 (de) * 1985-11-30 1987-06-04 Muecher Hermann Gmbh Muffenrohrverbindung
DE8713353U1 (de) * 1987-10-05 1988-01-07 Hauraton Betonwarenfabrik GmbH & Co KG, 7550 Rastatt Aus verbundenen Teilstücken zusammengesetzte Ablaufrinne

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0576102A1 (fr) * 1992-06-26 1993-12-29 Labiton B.V. Caniveaux constitué de plusieurs éléments, combinaison d'un caniveau et des éléments de pavage, procédé pour la fabrication d'un tel caniveau et élément auxiliaire pour la fabrication
DE9311904U1 (de) * 1992-06-26 1994-03-03 Labiton B.V., Zelhem Abflußrinne aus mehreren Rinnenelementen, Rinnenelemente für eine solche Abflußrinne sowie Hilfsteil für die Herstellung einer solchen Abflußrinne
WO1994025694A1 (fr) * 1993-04-28 1994-11-10 Aco Severin Ahlmann Gmbh & Co. Kg Conduit de drainage
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 (fr) * 1994-02-16 1995-08-18 Prefaest Sa Caniveau et élément de caniveau immobilisable.
EP0668408A1 (fr) * 1994-02-16 1995-08-23 Prefaest S.A. Caniveau et élement de caniveau immobilisable
AT403392B (de) * 1996-02-15 1998-01-26 Kosatko Norbert Ing Verbindungskörper zum verbinden von zwei im wesentlichen u-förmigen rinnenelementen
DE102004008320A1 (de) * 2003-04-04 2004-10-28 Franz Köhler Beton- und Fertigteilwerk (GmbH & Co.) Schlitzrinne

Also Published As

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

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