EP0025808B1 - Rinne zum Ablaufen von Wasser oder dgl. von gehärteten Wegen - Google Patents

Rinne zum Ablaufen von Wasser oder dgl. von gehärteten Wegen Download PDF

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Publication number
EP0025808B1
EP0025808B1 EP19790200529 EP79200529A EP0025808B1 EP 0025808 B1 EP0025808 B1 EP 0025808B1 EP 19790200529 EP19790200529 EP 19790200529 EP 79200529 A EP79200529 A EP 79200529A EP 0025808 B1 EP0025808 B1 EP 0025808B1
Authority
EP
European Patent Office
Prior art keywords
gutter
water
elements
road
edge portions
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
Application number
EP19790200529
Other languages
English (en)
French (fr)
Other versions
EP0025808A1 (de
Inventor
Petrus Hendrikus Van Heummen
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.)
Ballast Nedam NV
WACO BETON BV
Original Assignee
WACO BETON BV
Ballast Nedam Groep NV
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 WACO BETON BV, Ballast Nedam Groep NV filed Critical WACO BETON BV
Priority to EP19790200529 priority Critical patent/EP0025808B1/de
Priority to DE7979200529T priority patent/DE2965380D1/de
Publication of EP0025808A1 publication Critical patent/EP0025808A1/de
Application granted granted Critical
Publication of EP0025808B1 publication Critical patent/EP0025808B1/de
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
    • 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
    • E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/223—Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits

Definitions

  • the invention relates to a gutter of the kind set forth in the preamble of claim 1.
  • Such a gutter is known from DE-A-2 242 736.
  • the gutter elements thereof cannot easily be made on a tube-drawing machine as its inlets converge outwardly. Further this known gutter requires a great pump capacity for conveying all the water of a heavy rain shower.
  • the invention provides a gutter of the kind set forth, characterized by features described in the characterising clause of claim 1.
  • the gutter elements of this gutter can be manufactured more easily and hence at a lower cost price.
  • the seal between adjacent gutter elements remains water tight independently of possible slightly settling of the foundation of the road.
  • the danger would be great that sand of the foundation would be fluidized and that the foundation of the gutter and/or the road would be damaged resulting in inadmissible sagging of the gutter and/or the road.
  • the present invention deals with all problems pointed out above.
  • the DE-U-78 31677 discloses a gutter having small-sized gutter elements and having outwardly converging inlets, which cannot easily be formed on a tube-drawing machine.
  • the watertight joint is obtained by means of a tube-shaped insert of plate material. The edges of this plate material extend in one another and provide an immovable seal.
  • US-A-2 436 593 discloses a gutter for draining off the water from a road.
  • This gutter has a transport channel of a sufficient size to store a great amount of rain water, however the comparison of its store capacity and its effluent capacity is not disclosed in this specification.
  • This prior art teaches the men skilled in the art that such a large gutter element should preferably be made of reinforced concrete. The reinforcements of the concrete is required due to the fact that the major part of the length of each gutter element is open at its top. Such a configuration makes it hard to produce these gutter elements on a tube drawing machine. Furthermore, this gutter is not intended to serve as a sealed storage reservoir.
  • a gutter 1 according to the invention is arranged in a platform, taxi park or parking place 2 slightly sloping towards the area where a series of substantially watertight joined gutter elements 3 of the gutter 1 is dug into the ground 4.
  • the gutter elements 3 are monolites of non-reinforced concrete made on a tube-drawing machine. Along the larger part of their length they have a closed profile. They comprise top walls 5 or 6 level with the pavement 2 provided with inlets 7 or completely closed respectively.
  • the inlets 7 are in the form of slots, which can admit the water flowing from the road 2 in the direction of the arrows W and being conducted by the profiles of the top walls of the gutter elements 3 into the transport channel 9 formed by the gutter elements 3. Above the closed top walls 6 a thin layer of water 8 is formed. Owing to sufficient inclination (angle a) all water can flow towards the inlets 7 of the neighbouring gutter elements 3.
  • the water enters the transport channel 9 having a circular passage, which has adequate storing capacity for completely collecting a standard rain shower without the occurrence of clogging in the drain system.
  • the water flows from a road surface 10 against the upright rims 11 of the gutter elements 12.
  • These gutter elements 12 again have top walls 13 or 14, the top walls 13 having inlets 7 for the water and the top walls 14 being closed.
  • the water is dammed up against the rims 11 and can readily reach the inlets 7 through which it attains a transport channel 9.
  • Figs. 6 to 8 illustrate an embodiment of the gutter 41 according to the invention, which is in engagement with a road surface 27: the profile of the top side of the gutter 41 itself functions like a kind of first collecting space 15, from where the inlets 7 receive the water flowing in the direction of the arrows W.
  • water nuisance in the case of a normal rain shower is minimized because the water released by a standard rain shower can be collected substantially completely inside the collecting space 15 intentionally proportioned for this purpose and in the transport channel 9.
  • Fig. 9 illustrates a series of gutter elements 42 and 43, in which inlet gratings 17 rather than inlets 7 as shown in Fig. 6 are used in the top wall 44 of the gutter elements 43.
  • These inlet gratings 17 allow, for example, cyclists to pass readily.
  • the successive gutter elements 42 and 43 are joined in a watertight manner through a junction 18, 19 including a roller ring 20, which junctions permit a substantial displacement of the gutter elements relative to one another in the direction of length as well as in an angular direction, whilst the watertight seal is maintained, when the road is slightly settling.
  • two series 46 and 47 of gutter elements 16 are arranged in line with one another with the interposition of a pocket well 21 which is shown in a cross-sectional view in Fig. 11 and which comprises a well element 22 connected with the gutter elements 16 and cooperating through a watertight junction with a prefabricated concrete element 24 provided with an additional outlet 23 and supported on the collecting element 25 of the pocket well 21 also formed by a prefabricated concrete element, in which are collected solid substances such as leaves 28 passed along by the water: by removing a cover 26 with the aid of a suitable mechanism said substances 28 can be removed.
  • the gutter construction according to the invention readily permits of mounting a pocket element, as the case may be, with one or more additional outlets 23 for conducting the water towards a storage space (not shown) for contaminated water, towards a collecting sewer or directly towards the surface water and/or additional draining systems in which a gutter on one side of a road surface may be connected through a transverse tie tubing with a gutter on the other side of said road surface.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Sewage (AREA)

Claims (1)

  1. Gosse (1) zur Dränierung von Wasser von einer Oberfläche (2), oder einer verhärtenden Decke, wie einer Strasse, einem Rollbahn, oder dergleicehn, welche Gosse (1) mit ihrer Oberseite fluchtend mit der Oberfläche (2) gelegt worden ist, und eine Reihe von betonnen Gosseelementen (3, 12, 16, 42, 43) umfasst die mittels ihrer Endrandteilen (18, 19) zusammengefügt sind, wobei der Endrandteil (18) einem Gosseelements (43) dieses Paares sich axial bis in dem Endrandteil (19) des nächsten Gosseelements (42) ausstreckt, wobei ein Dichtungsring (20) zwischen jedem Paar aufeinanderfolgenden Endrandteilen angeordnet ist, eine Eintrittöffnung (7, 17) die in jedem von wenigstens einigen der Gosseelementen (3, 12, 16, 42 und 43) angeordnet ist zur Zulassung von Wasser in den innern Kanal des Gosses (18), welche Eintrittsöffnungen (7, 17) nur in den Oberwanden der respektiven Gosseelementen (3, 12, 16, 42, 43) angeordnet sind, und wobei die Gosseelementen (3, 12, 16, 42, 43) über den grossten Teil ihrer Länge hauptsächlich ein geschlossenes Profil haben und aus unarmiertem Beton hergestellt sind, dadurch gekennzeichnet, dass die Goss entwurfen worden ist wie ein Reservoir mit grosser Kapazität wobei der inneren Kanal (9) genügend Gross bemessen worden ist um ein Wasservolume eines Normalschauers im Installationsgebiet der Gosse (z.B. eine Kapazität der Ordnungsgrosse eines halben Kubikmeter pro Gosselänge) auf zu nehmen, dass die Endrandteilen (18, 19) der Gosseelementen und die Dichtungsringen (20) gestaltet und angeordnet sind um eine wesentliche Versetzung der aufeinander folgenden Gosseelementen, sowohl in der Länge als im Winkelrichtung zuzulassen, wobei die Gosse wasserdicht bleibt trotz eine leichte Settlung des Bahns, Rollbahns oder dergleichen, und dass der Gestalt der Gosseelementen geeignet ist zur Herstellung derselben auf einer Rohrenziehmaschine.
EP19790200529 1979-09-20 1979-09-20 Rinne zum Ablaufen von Wasser oder dgl. von gehärteten Wegen Expired EP0025808B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP19790200529 EP0025808B1 (de) 1979-09-20 1979-09-20 Rinne zum Ablaufen von Wasser oder dgl. von gehärteten Wegen
DE7979200529T DE2965380D1 (en) 1979-09-20 1979-09-20 Gutter for draining off water or the like from a hardened path

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP19790200529 EP0025808B1 (de) 1979-09-20 1979-09-20 Rinne zum Ablaufen von Wasser oder dgl. von gehärteten Wegen

Publications (2)

Publication Number Publication Date
EP0025808A1 EP0025808A1 (de) 1981-04-01
EP0025808B1 true EP0025808B1 (de) 1983-05-11

Family

ID=8186303

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19790200529 Expired EP0025808B1 (de) 1979-09-20 1979-09-20 Rinne zum Ablaufen von Wasser oder dgl. von gehärteten Wegen

Country Status (2)

Country Link
EP (1) EP0025808B1 (de)
DE (1) DE2965380D1 (de)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3217001A1 (de) * 1982-05-06 1983-11-17 ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg Entwaesserungsrinne fuer die querentwaesserung von fahrbahnen
GB2205600B (en) * 1987-06-06 1991-04-24 Glynwed Consumer & Building Drainage means
FR2713254B1 (fr) * 1993-12-03 1996-03-01 Sabla Sa Ouvrage hydraulique pour la collecte et le transfert des eaux d'une plate-forme.
NL1000821C2 (en) * 1995-05-02 1996-11-05 Heijmans Wegenbouwmij Road-surface water-drainage system
DE29602588U1 (de) * 1996-02-14 1997-06-12 HYDROTEC Entwässerungstechnik GmbH & Co. KG, 27793 Wildeshausen Entwässerungsrinne
GB2351109B (en) * 1999-06-14 2001-05-02 Aco Technologies Plc Drainage assembly
DE202009017312U1 (de) * 2009-12-18 2010-03-25 Birco Baustoffwerk Gmbh Rinnenelement

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7409421U (de) * 1974-06-12 Ziegelei Gugel T Kg Wasserablaufstein
FR458052A (fr) * 1913-05-19 1913-10-02 Charretton Et Gruaz Soc Bordure de trottoir avec caniveau
DE1815872U (de) * 1960-06-10 1960-08-04 Wolfer & Goebel Bauunternehmun Schlitzrohr.
DE1658522A1 (de) * 1967-05-29 1970-10-22 Pfuhler Betonroehren Gmbh & Co Schlitzrohre mit eingebautem Gefaelle
GB1344236A (en) * 1972-03-22 1974-01-16 Evercrete Ltd Drainage blocks
DE7330840U (de) * 1973-08-24 1973-11-29 Aco Ahlmann Severin Schhtzrinne oder Schutzrohr zur Oberflachen Entwässerung
DE2632660A1 (de) * 1976-07-20 1978-01-26 Patenta Entwicklungs & Verwert Steinboden aus einzelnen kunststeinen, insbesondere betonverbundsteinen
DE7831677U1 (de) * 1978-10-24 1979-03-08 Hargens, Hans, 2371 Buensdorf Formstein mit innerem ablaufkanal

Also Published As

Publication number Publication date
DE2965380D1 (en) 1983-06-16
EP0025808A1 (de) 1981-04-01

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