EP0112287A1 - Caniveau d'écoulement - Google Patents

Caniveau d'écoulement Download PDF

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Publication number
EP0112287A1
EP0112287A1 EP19830810547 EP83810547A EP0112287A1 EP 0112287 A1 EP0112287 A1 EP 0112287A1 EP 19830810547 EP19830810547 EP 19830810547 EP 83810547 A EP83810547 A EP 83810547A EP 0112287 A1 EP0112287 A1 EP 0112287A1
Authority
EP
European Patent Office
Prior art keywords
frame
drainage channel
side walls
channel according
bolt
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
EP19830810547
Other languages
German (de)
English (en)
Other versions
EP0112287B1 (fr
EP0112287B2 (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=EP0112287(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 DE8484111324T priority Critical patent/DE3370038D1/de
Priority to AT83810547T priority patent/ATE14766T1/de
Publication of EP0112287A1 publication Critical patent/EP0112287A1/fr
Publication of EP0112287B1 publication Critical patent/EP0112287B1/fr
Application granted granted Critical
Publication of EP0112287B2 publication Critical patent/EP0112287B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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 drainage channel with a U-shaped channel body and with grids that can be used in frames closed on four sides, in which channel body the side walls are locked with recesses for receiving grates, each of which is rotatably fastened to the same, and furthermore the bearing surfaces of the Sidewalls for the frame are formed in stages with an external raised support rib and an internal depressed shaped shoulder, and which frame is provided with support rails arranged longitudinally and recessed relative to the edge for supporting side ribs of the grate.
  • 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 channel body has opposite recesses in the side walls, which are located at a distance from the support surfaces for the cast frame, and whose upper side is designed as a locking surface.
  • Below the grate there is a bolt which is pivotally supported on the grate by means of a screw connection, in order to pivot the ends under the locking surface of the recesses and to be brought there to the clamp holder by means of the screw connection.
  • the frame has chamfered surfaces on the outside, such that the tapering caused thereby at least makes it difficult to leave the foundation.
  • 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.
  • the two short sides of the frame give the frame, as a single built-in part, the necessary inherent strength and that of the support for the gratings, which can neither move in the longitudinal direction nor in the transverse direction. This also means that the ramen can be exposed and installed on a new quota when the wear covering is installed later.
  • the frame is provided with a plurality of brake tabs which project outward from the frame and are connected to it detachably connected to the supporting ribs of the two side walls, and in that locking bars are arranged in the side walls for lockingly receiving the ends of the bars available.
  • a drainage channel In Fig. 1, the various parts of a drainage channel are clearly visible, namely a channel body 1, a frame 2 and a grate 3.
  • the channel body is cast from polyester concrete in one piece and has lateral anchoring ribs 10, which are the better anchoring in the foundation serve.
  • lateral anchoring ribs 10 In the side walls 11 there are also openings 12 marked 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 can be increased by the frame 2 placed on the channel body 1, which is also an edge protection for the channel body 1.
  • the bearing surface on the side walls 11 for the frame 2 is formed in stages with an elevated support rib 13 on the outside and a lowered shaped shoulder 14 on the inside. At the lower edge of the support rib 13 projecting beyond the side wall 11 there is a further lateral anchoring rib 15.
  • the frame 2 consists of two lateral frame parts 20 and two webs 21 connecting the ends of the frame parts 20. These webs 21 give the frame 2 the necessary inherent strength and ensure that the grids 3 are held in the longitudinal direction.
  • the frame parts 20 are provided with a lower lateral rib 22, with which outwardly projecting brake flaps 23 are integrally connected.
  • the underside of the frame parts 20 each have a groove 25, 26 at the transition point to the holding tabs 23 and at the stepped guide part 24 of the frame parts 20.
  • the outer groove 25 causes a notch in the brake flaps 23 so that, as will be described later, these can be separated if necessary.
  • the two grooves 26, 27 are formed in that the convex part 27 between the two grooves has been created by a ground recess in the casting mold and which are now used for clawing in the case of an integrally cast frame.
  • the holding tabs 23 prevent displacement of the frame 2 in the longitudinal direction.
  • the outer surface of the frame part 20 is at least approximately vertical, the upper surface.
  • the lateral rib 2 is at least approximately horizontal and the transition section is rounded.
  • the covering layer of the traffic route can thus 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 also at least approximately vertical and the lower support surfaces 33 are horizontal for support on the recessed support rails 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. 3-5) 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). After twisting, the ends of the bolt 45 engage in the bolt holder 44 in the side walls 11, around the grate 3 and the frame 2 on the channel body l to keep.
  • the latch holder 44 will be discussed in more detail below.
  • 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 recess of the shaped shoulder 14 is now the same size as that of the support rail 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.
  • the frame 2 with the Bremslap p s can be used 23, otherwise would have the brake flap 23, as 4, from frame 2 be separated. This separation can be carried out by the groove 25 in a simple manner by means of a hammer, by striking the brake flaps 23 from above.
  • the web 40 of the frame 2 is provided with a threaded hole 41 as mentioned.
  • 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 base layer 53 is placed on the banquet 50 and then the cover layer 52 on this base layer 54.
  • the grate 3 can first be placed directly on the channel body 1 according to FIG. 2 will.
  • An intermediate frame 4 which can be placed on the support surface on the channel body 1 and has a similar support surface at the top as the channel body 1, serves to bridge the additional height.
  • the intermediate frame 4 can be designed as a housing closed on four sides, or it can have two side walls 61 connected by transverse ribs.
  • FIG. 6 shows a sectional view along the section line VI-VI in FIG. 1, that is to say cut through the latch holder 44. Again, the channel body 1 can be seen with the grate 3 lying in it, the screw 42 is screwed into the bolt 45 and the ends of the bolt 45 rest on the upper surface of the bolt holder 44.
  • FIG. 7 shows an embodiment of a bolt holder 44 cast into a side wall 11.
  • the surfaces 71 which lie in the channel body 1 are provided with ribs 72 and 73.
  • ribs 72 and 73 are provided with ribs 72 and 73.
  • other suitable convex or concave configurations of these surfaces can also serve this purpose.
  • the latch holder 44 has an approximately H-shaped profile, an outer frame 78 and a wall 75 being distinguishable.
  • This outer recess 76 of the bolt holder 44 is asymmetrical. This ensures that the bar holder 44 is only inserted into the casting mold in the correct orientation.
  • the outer surface 77 of the wall 75 is suitable as a carrier for a number plate or a company inscription.
  • the bar holder 44 When casting the channel body 1, the bar holder 44 can be easily installed. For this purpose, the bar holders 44 with the outer recesses 76 are each placed on a cam of a casting mold and the channel body is cast in this form.
  • the inner recess 78 is preferably provided with a side wall 79 enclosing an obtuse angle with the wall 76. This facilitates the pivoting of the bolt 45 into the stop position at the opposite wall 80 during the assembly of the grate 3, whereupon the bolt 45 and the grate 3 can then be screwed together.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Road Paving Structures (AREA)
EP19830810547 1982-11-23 1983-11-22 Caniveau d'écoulement Expired - Lifetime EP0112287B2 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DE8484111324T DE3370038D1 (en) 1982-11-23 1983-11-22 Drainage channel forming kit
AT83810547T ATE14766T1 (de) 1982-11-23 1983-11-22 Entwaesserungsrinne.

Applications Claiming Priority (4)

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

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP84111324.4 Division-Into 1984-09-22

Publications (3)

Publication Number Publication Date
EP0112287A1 true EP0112287A1 (fr) 1984-06-27
EP0112287B1 EP0112287B1 (fr) 1985-08-07
EP0112287B2 EP0112287B2 (fr) 1992-03-25

Family

ID=25698157

Family Applications (2)

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

Family Applications After (1)

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

Country Status (6)

Country Link
US (1) US4621939A (fr)
EP (2) EP0112287B2 (fr)
DE (2) DE8333233U1 (fr)
DK (1) DK159622C (fr)
FR (1) FR2536436B3 (fr)
GB (1) GB2133443B (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19526985C2 (de) * 1994-07-28 2000-01-13 Rita Broermann Beschlag zur Festlegung einer Rinnenabdeckung an einer Entwässerungsrinne
FR2791715A1 (fr) 1999-03-31 2000-10-06 Nicoll Raccords Plastiques Procede de fixation d'une grille de surface sur un caniveau extrude annele
WO2003002825A1 (fr) 2001-06-29 2003-01-09 Broermann, Rita Corps de canal de drainage, constitue en particulier de beton polymere
DE10337263B3 (de) * 2003-08-13 2005-01-20 Aco Severin Ahlmann Gmbh & Co. Kg Abdeckungsanordnung
EP1632605A1 (fr) 2004-09-01 2006-03-08 Poly-Bauelemente AG Caniveau d'écoulement, corps de canal et leur assemblage
DE10356168B4 (de) * 2003-12-02 2007-04-12 Aco Severin Ahlmann Gmbh & Co. Kg Kanaldeckel mit Aushebesicherung
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

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CH644416A5 (de) * 1982-11-23 1984-07-31 Poly Bauelemente Ag Entwaesserungsrinne.
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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
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DE58903041D1 (de) * 1988-11-30 1993-01-28 Poly Bauelemente Ag Aufsatzrahmen fuer eine entwaesserungsrinne.
DE58902046D1 (de) * 1989-01-31 1992-09-17 Poly Bauelemente Ag Entwaesserungsrinne.
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DE4241707C2 (de) * 1992-12-10 1996-11-28 Ahlmann Aco Severin Sicherungseinrichtung für eine Entwässerungsrinne
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USD558305S1 (en) * 2005-11-21 2007-12-25 W.R. Meadows, Inc. Pool deck drain
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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
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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
USD705447S1 (en) 2012-02-29 2014-05-20 David J. Chrien Pipe trench side panel elbow
USD686751S1 (en) 2012-02-29 2013-07-23 Preform Trench Drain Company Utility trench side panel portion
USD709627S1 (en) 2012-02-29 2014-07-22 David J Chrien Pipe trench side panel
USD710032S1 (en) 2012-02-29 2014-07-29 David J Chrien Pipe trench side panel elbow
US8826613B1 (en) 2012-02-29 2014-09-09 David J Chrien Utility trench system components
USD705446S1 (en) 2012-02-29 2014-05-20 David J Chrien Pipe trench side panel
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
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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DE6948364U (de) * 1969-12-15 1971-05-19 Walther Loeffler Aufsatz fuer unterirdische entwaesserungsrinne
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
DE8027130U1 (de) * 1980-10-10 1981-02-26 Passavant-Werke Michelbacher Huette, 6209 Aarbergen Entwaesserungsrinne
DE8136295U1 (de) * 1981-12-12 1982-04-22 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entwaesserungsrinne mit abdeckung
DE8209335U1 (de) * 1982-04-01 1982-08-26 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entwaesserungsrinne mit abdeckung

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19526985C2 (de) * 1994-07-28 2000-01-13 Rita Broermann Beschlag zur Festlegung einer Rinnenabdeckung an einer Entwässerungsrinne
FR2791715A1 (fr) 1999-03-31 2000-10-06 Nicoll Raccords Plastiques Procede de fixation d'une grille de surface sur un caniveau extrude annele
WO2003002825A1 (fr) 2001-06-29 2003-01-09 Broermann, Rita Corps de canal de drainage, constitue en particulier de beton polymere
DE10337263B3 (de) * 2003-08-13 2005-01-20 Aco Severin Ahlmann Gmbh & Co. Kg Abdeckungsanordnung
WO2005019547A1 (fr) 2003-08-13 2005-03-03 Aco Severin Ahlmann Gmbh & Co. Kg Systeme de recouvrement
DE10356168B4 (de) * 2003-12-02 2007-04-12 Aco Severin Ahlmann Gmbh & Co. Kg Kanaldeckel mit Aushebesicherung
EP1632605A1 (fr) 2004-09-01 2006-03-08 Poly-Bauelemente AG Caniveau d'écoulement, corps de canal et leur assemblage
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

Also Published As

Publication number Publication date
DK534683D0 (da) 1983-11-22
FR2536436A1 (fr) 1984-05-25
EP0151684B1 (fr) 1987-03-04
DE3360526D1 (en) 1985-09-12
GB2133443A (en) 1984-07-25
DK159622B (da) 1990-11-05
DK159622C (da) 1991-04-08
EP0112287B1 (fr) 1985-08-07
FR2536436B3 (fr) 1987-05-07
DK534683A (da) 1984-05-24
US4621939A (en) 1986-11-11
EP0112287B2 (fr) 1992-03-25
GB2133443B (en) 1986-05-21
GB8331249D0 (en) 1983-12-29
DE8333233U1 (de) 1984-02-16
EP0151684A1 (fr) 1985-08-21

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