EP0151684A1 - Jeu de pièces détachées pour former un caniveau d'écoulement - Google Patents

Jeu de pièces détachées pour former un caniveau d'écoulement Download PDF

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Publication number
EP0151684A1
EP0151684A1 EP19840111324 EP84111324A EP0151684A1 EP 0151684 A1 EP0151684 A1 EP 0151684A1 EP 19840111324 EP19840111324 EP 19840111324 EP 84111324 A EP84111324 A EP 84111324A EP 0151684 A1 EP0151684 A1 EP 0151684A1
Authority
EP
European Patent Office
Prior art keywords
frame
side walls
support
anchoring
rib
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
EP19840111324
Other languages
German (de)
English (en)
Other versions
EP0151684B1 (fr
Inventor
Roland Thomann
Markus Amann
Heinz-Dieter Brink
Heinz Witschi
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.)
Poly Bauelemente AG
Original Assignee
Poly Bauelemente AG
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=25698157&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0151684(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from CH682682A external-priority patent/CH644416A5/de
Priority claimed from CH566283A external-priority patent/CH644417A5/de
Application filed by Poly Bauelemente AG filed Critical Poly Bauelemente AG
Priority to AT84111324T priority Critical patent/ATE25720T1/de
Publication of EP0151684A1 publication Critical patent/EP0151684A1/fr
Application granted granted Critical
Publication of EP0151684B1 publication Critical patent/EP0151684B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00—Fluid handling
    • Y10T137/6851—With casing, support, protector or static constructional installations
    • Y10T137/6966—Static constructional installations
    • Y10T137/6991—Ground supporting enclosure
    • Y10T137/6995—Valve and meter wells
    • Y10T137/7021—Covers

Definitions

  • the present invention relates to a kit for a drainage channel according to the preamble of claim 1.
  • a kit is known from DE-A 2 844 748.
  • a four-sided closed cast frame is placed on a U-shaped channel body, preferably made of plastic concrete, which in turn carries the cast iron grate inserted.
  • the frame has bevelled surfaces on the outside in such a way that the tapering caused thereby at least makes pulling out of the foundation more difficult.
  • this has the disadvantage that the jointing becomes wedge-shaped, which means that the concrete of the covering surface can break out at the edge.
  • several anchoring tabs are provided that extend beyond the supporting ribs of the two side walls.
  • the two short sides of the frame give the frame as a single installation part the necessary inherent strength and serve to hold the grates, which can neither move in the longitudinal direction nor in the transverse direction. This also allows the frame to be uncovered when the wearing surface is installed later and mounted on a new cage.
  • the frames can also be retrofitted to the channel body without reworking the covering.
  • the vertical upper outer wall prevents the concrete from breaking out at the edge of the covering surface.
  • Fig. 1 the various parts of the kit of a drainage channel are clearly visible, namely a channel body 1, a frame 2 and a grate 3.
  • the channel body is cast in one piece from polyester concrete and has lateral anchoring ribs 10, which the better anchoring serve in the foundation.
  • openings 12 prepared by weakening points, through which a known anchoring plug can be inserted after the wall section has broken out, in order to thereby achieve an additional anchoring.
  • the strength is increased by the frame 2 which can be placed on the channel body 1 and which also represents an edge protection for the channel body 1.
  • the bearing surface on the side walls 11 for the frame 2 is step-shaped with an elevated support on the outside rib 13 and an inner deeper shaped shoulder 14 formed. At the lower edge of the support rib 13 projecting beyond the side wall 11 of the channel body, there is a further lateral anchoring rib 15.
  • the frame 2 consists of two side parts 20 and two webs 21 connecting the ends of the frame parts 20. These webs 21 give the frame 2 the necessary dimensional rigidity and ensure that the grids 3 are also fixed in the longitudinal direction.
  • the side parts 20 are provided with a lower lateral continuous rib 22, with which the anchoring flaps 23 projecting outwards are integrally connected.
  • the underside of the side parts 20 each have a groove 25 or 20 at the transition point to the angling tabs 23 and when the guide part 24 of the frame protrudes downward.
  • the outer groove 25 causes a notch in the anchoring tabs 23, so that these, as will be described later, can be detached at this predetermined breaking point if necessary.
  • the two grooves 25, 26 are produced by grinding a recess into the casting mold for the raised part 27 between the two grooves.
  • the anchoring tabs 23 prevent a displacement of the frame 2 in the longitudinal direction.
  • the outer surface of the side parts 20 of the frame is at least approximately vertical, the upper surface of the lateral rib 22 is at least approximately horizontal and the transition part between them is rounded. This means that the top layer of the traffic route can be filled up to the frame 2, and no expensive joint tape needs to be used in time-consuming work.
  • the grate 3 has, in a known manner, elongated openings 31, arranged transversely to the longitudinal axis, between two side ribs 30.
  • the outer surfaces 32 of the side ribs 30 are likewise at least approximately vertical and the lower bearing surfaces 33 are horizontal for resting on the inner shoulder 28 of the frame 2.
  • a web 40 in the frame 2 is located approximately in the middle under the grate 3 and has a through hole 41 (FIGS. 3 to 5) for fastening the grate 3 by means of a screw 42.
  • the head 43 of the screw 42 is sunk in a recess 34 in the grate 3.
  • Under the web 40 there is a bolt 45 screwed to the screw 42 (FIGS. 3-5).
  • the ends of the bar 45 engage after rotation in the position shown in the latch holder 44 in the side walls 11 to to hold the grate 3 and the frame 2 on the channel body 1.
  • the latch holder 44 is claimed in the parent application No. 112,287 and described in more detail.
  • the channel body 1 is cast into a concrete banquet 50. Any dowels are not shown.
  • the hot mix support layer (HMT) 51 is flush with the support surface 16 of the support rib 13. If the depression of the shape shoulder 14 is now the same size as that of the support shoulder 28 with respect to the surface of the frame part 20, a grate 3 inserted therein is also flush with the HMT 51.
  • the screw 42 By means of the screw 42, the bolt 45 can be turned to engage the two bolt holders 44 and the grating 3 can be fastened by tightening the screw 42.
  • the frame 2 when a cover layer 52 is later installed on the banquet 50, the frame 2 can be placed on the channel body 1 instead of the grate 3. If the banquet 50 can be milled out next to the channel body 1, or if a joint tape is installed before the cover layer 52 is installed was inserted into the banquet 50, the frame 2 can be used with anchoring tabs 23, otherwise the anchoring tabs 23 would have to be separated from the frame 2, as shown in FIG. 4. This separation can be done by the groove 25 in a simple manner by means of a hammer, by striking the anchoring tab 23 from above.
  • the web 40 of the frame 2 is, as mentioned, provided with a through hole 41.
  • the screw 42 is thus inserted through the web 40 and screwed into the bolt 45.
  • the grate 3 can thus be attached to the frame 2 and both are rigidly connected to the channel body 1 by means of the bolt 45 and the bolt holder 44.
  • FIG. 5 shows the case when an upper support layer 53 is placed on the banquet 50 and then the cover layer 52 on this support layer 53.
  • the grate can first be used according to FIG. 2 so that the traffic route can only be used with the banquet 50 3 are placed directly on the channel body 1.
  • An attachment element 4 which can be placed on the support surface on the channel body 1 and the same one above Has like support surface, such as the channel body 1, is used to bridge the additional height.
  • the attachment element 4 can be designed as a housing closed on four sides or it can have two side walls 61 connected by transverse ribs.
  • the frame 2 according to FIG. 3 or 4 can be put on and a longer screw 46 is then used to connect the channel body 1, attachment element 4, frame 2 and grate 3 to one another in the manner described above.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Road Paving Structures (AREA)
EP19840111324 1982-11-23 1983-11-22 Jeu de pièces détachées pour former un caniveau d'écoulement Expired EP0151684B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84111324T ATE25720T1 (de) 1982-11-23 1983-11-22 Bausatz fuer entwaesserungsrinne.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CH6826/82 1982-11-23
CH682682A CH644416A5 (de) 1982-11-23 1982-11-23 Entwaesserungsrinne.
CH5662/83 1983-10-18
CH566283A CH644417A5 (en) 1983-10-18 1983-10-18 Kit for a drainage channel

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP83810547.6 Division 1983-11-22

Publications (2)

Publication Number Publication Date
EP0151684A1 true EP0151684A1 (fr) 1985-08-21
EP0151684B1 EP0151684B1 (fr) 1987-03-04

Family

ID=25698157

Family Applications (2)

Application Number Title Priority Date Filing Date
EP19840111324 Expired EP0151684B1 (fr) 1982-11-23 1983-11-22 Jeu de pièces détachées pour former un caniveau d'écoulement
EP19830810547 Expired - Lifetime EP0112287B2 (fr) 1982-11-23 1983-11-22 Caniveau d'écoulement

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP19830810547 Expired - Lifetime EP0112287B2 (fr) 1982-11-23 1983-11-22 Caniveau d'écoulement

Country Status (6)

Country Link
US (1) US4621939A (fr)
EP (2) EP0151684B1 (fr)
DE (2) DE8333233U1 (fr)
DK (1) DK159622C (fr)
FR (1) FR2536436B3 (fr)
GB (1) GB2133443B (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0371917A1 (fr) * 1988-11-30 1990-06-06 Poly-Bauelemente AG Cadre de couronnement pour canal de drainage
WO2000014340A1 (fr) 1998-09-03 2000-03-16 Ulma Hormigon Polimero, S. Coop. Conduite d'evacuation a grille ou couvercle rabattable
FR2791715A1 (fr) 1999-03-31 2000-10-06 Nicoll Raccords Plastiques Procede de fixation d'une grille de surface sur un caniveau extrude annele
EP1632605A1 (fr) 2004-09-01 2006-03-08 Poly-Bauelemente AG Caniveau d'écoulement, corps de canal et leur assemblage

Families Citing this family (63)

* Cited by examiner, † Cited by third party
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CH644416A5 (de) * 1982-11-23 1984-07-31 Poly Bauelemente Ag Entwaesserungsrinne.
US4640643A (en) * 1985-06-19 1987-02-03 Polydrain, Inc. Sidewall extension for drain channel system and method for extending the continuous slope of a drainage channel system
DE3618696A1 (de) * 1986-06-04 1987-12-10 Passavant Werke Entwaesserungsrinne
USD312696S (en) 1987-06-26 1990-12-04 Trevor Phillips Drainage channel
US4838727A (en) * 1988-06-28 1989-06-13 Aco Polymer Products, Inc. Slotted drain conduit
GB2220965A (en) * 1988-07-16 1990-01-24 Dow Mac Concrete Ltd Drainage channel
AU613940B2 (en) * 1988-08-09 1991-08-15 Sakurai, Machiko Method of constructing a sewer and a sewer duct used for the sewer
DE58902046D1 (de) * 1989-01-31 1992-09-17 Poly Bauelemente Ag Entwaesserungsrinne.
US5110235A (en) * 1989-05-25 1992-05-05 Abt, Inc. Locking component for securing a cover on a frame
DK163677C (da) * 1989-06-08 1992-08-17 Pcp Trading Afloebskanal
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DE4241707C2 (de) * 1992-12-10 1996-11-28 Ahlmann Aco Severin Sicherungseinrichtung für eine Entwässerungsrinne
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EP0674056A1 (fr) * 1994-03-22 1995-09-27 Poly-Bauelemente AG Dispositif de verrouillage d'une grille de recouvrement sur un caniveau d'écoulement
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DE19620978A1 (de) * 1995-06-19 1997-01-02 Poly Bauelemente Ag Entwässerungsrinne
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DE19846668C2 (de) * 1998-10-09 2002-08-01 Ahlmann Aco Severin Sicherungsvorrichtung für eine Entwässerungsrinne
US6558077B1 (en) 2001-03-16 2003-05-06 Cameron M. Colson Selective suspension drain closure apparatus
DE20110764U1 (de) 2001-06-29 2001-08-30 Broermann, Rita, 59609 Anröchte Drainage-Rinnenkörper, insbesondere aus Polymerbeton
FR2831566B1 (fr) * 2001-10-26 2004-02-27 Nicoll Raccords Plastiques Element de caniveau pour caniveau de drainage pour chaussees
USD466596S1 (en) 2001-12-19 2002-12-03 William J. Stegmeier, Sr. Deck drain
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DE10337263B3 (de) * 2003-08-13 2005-01-20 Aco Severin Ahlmann Gmbh & Co. Kg Abdeckungsanordnung
DE10356168B4 (de) * 2003-12-02 2007-04-12 Aco Severin Ahlmann Gmbh & Co. Kg Kanaldeckel mit Aushebesicherung
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USD521127S1 (en) * 2004-11-29 2006-05-16 Swcs Marketing Group Inc. Drainage apparatus with pattern
US20060157985A1 (en) * 2005-01-04 2006-07-20 Dahowski Donald E Drain tube sections with connectors therefor
US7413372B2 (en) 2005-04-20 2008-08-19 Tuf-Tite, Inc. Trench drain frame and grate assembly
USD558305S1 (en) * 2005-11-21 2007-12-25 W.R. Meadows, Inc. Pool deck drain
USD572358S1 (en) * 2006-02-13 2008-07-01 Relu Pty Limited Grate
US7588392B2 (en) * 2006-04-24 2009-09-15 Zurn Industries, Llc Removable grate
CN102505754B (zh) * 2006-08-17 2015-01-14 北京四方如钢混凝土制品有限公司 线性排水u型槽组件
US20080190045A1 (en) * 2007-02-12 2008-08-14 Janesky Lawrence M Subterranean chamber waterproofing system
DE202010002763U1 (de) 2010-02-24 2011-07-27 Schlüter-Systems Kg Bodenablauf
US20130199978A1 (en) * 2010-06-04 2013-08-08 Reln Pty Ltd Plastic frame for a metal drain grate
US8875727B2 (en) 2012-02-09 2014-11-04 Zurn Industries, Llc Rough-in adapter clip lock for a drain assembly
USD686751S1 (en) 2012-02-29 2013-07-23 Preform Trench Drain Company Utility trench side panel portion
USD705447S1 (en) 2012-02-29 2014-05-20 David J. Chrien Pipe trench side panel elbow
USD710032S1 (en) 2012-02-29 2014-07-29 David J Chrien Pipe trench side panel elbow
USD709627S1 (en) 2012-02-29 2014-07-22 David J Chrien Pipe trench side panel
USD705446S1 (en) 2012-02-29 2014-05-20 David J Chrien Pipe trench side panel
US8826613B1 (en) 2012-02-29 2014-09-09 David J Chrien Utility trench system components
US9428900B2 (en) 2012-10-31 2016-08-30 Zurn Industries, Llc Rough-in adapter
CN104727201B (zh) * 2015-03-20 2017-09-15 吕国兵 一种透水地面系统及铺装方法
US11473264B2 (en) * 2016-10-06 2022-10-18 Hubbell Incorporated Enclosure cover assemblies
CN111749071A (zh) * 2019-03-26 2020-10-09 香港理工大学 一种表面导向型透水铺装结构
US11021864B1 (en) 2019-05-22 2021-06-01 Aquastar Pool Products, Inc. Deck drain system
RU2726806C1 (ru) * 2019-09-04 2020-07-15 Всеволод Геннадиевич Ситников Элемент дождеприемного канала, лоток дождеприемного канала и планка крепления решетки дождеприемного канала
DE202019107083U1 (de) 2019-12-18 2021-03-19 Schlüter-Systems Kg Rahmen für einen Bodenablauf
AT524788B1 (de) * 2021-05-20 2022-09-15 Mea Bautechnik Gmbh Verriegelungselement
CN113550400A (zh) * 2021-07-16 2021-10-26 浙江浙牌科技有限公司 一种锁止结构及带有滤水格栅的公路水槽
US20230082192A1 (en) * 2021-09-10 2023-03-16 Bryan Bjerke Valve box riser extension
US12534899B2 (en) * 2022-12-09 2026-01-27 Midwest Design Group Trench drains with suspended grates
US12546102B2 (en) * 2023-02-23 2026-02-10 Advanced Drainage Systems, Inc. Linear or trench drain systems

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DE2423285A1 (de) * 1974-05-14 1975-11-27 Hauger & Jaegel Gmbh Oberflaechenentwaesserungsrinne mit vollkantenschutz
DE2844748A1 (de) * 1977-10-13 1979-04-26 Poly Bauelemente Ag Entwaesserungsrinne

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0371917A1 (fr) * 1988-11-30 1990-06-06 Poly-Bauelemente AG Cadre de couronnement pour canal de drainage
WO2000014340A1 (fr) 1998-09-03 2000-03-16 Ulma Hormigon Polimero, S. Coop. Conduite d'evacuation a grille ou couvercle rabattable
FR2791715A1 (fr) 1999-03-31 2000-10-06 Nicoll Raccords Plastiques Procede de fixation d'une grille de surface sur un caniveau extrude annele
EP1632605A1 (fr) 2004-09-01 2006-03-08 Poly-Bauelemente AG Caniveau d'écoulement, corps de canal et leur assemblage

Also Published As

Publication number Publication date
DE3360526D1 (en) 1985-09-12
DK534683D0 (da) 1983-11-22
DK534683A (da) 1984-05-24
DK159622C (da) 1991-04-08
FR2536436B3 (fr) 1987-05-07
GB2133443A (en) 1984-07-25
EP0112287B1 (fr) 1985-08-07
EP0112287A1 (fr) 1984-06-27
GB2133443B (en) 1986-05-21
FR2536436A1 (fr) 1984-05-25
DE8333233U1 (de) 1984-02-16
GB8331249D0 (en) 1983-12-29
EP0151684B1 (fr) 1987-03-04
EP0112287B2 (fr) 1992-03-25
DK159622B (da) 1990-11-05
US4621939A (en) 1986-11-11

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