EP2728077B1 - Canal pour l'évacuation des eaux de surface - Google Patents

Canal pour l'évacuation des eaux de surface Download PDF

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Publication number
EP2728077B1
EP2728077B1 EP13005125.3A EP13005125A EP2728077B1 EP 2728077 B1 EP2728077 B1 EP 2728077B1 EP 13005125 A EP13005125 A EP 13005125A EP 2728077 B1 EP2728077 B1 EP 2728077B1
Authority
EP
European Patent Office
Prior art keywords
drain
channel
away
trough
concrete
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.)
Not-in-force
Application number
EP13005125.3A
Other languages
German (de)
English (en)
Other versions
EP2728077A1 (fr
Inventor
Mario Fridolin Burtscher
Joachim August Lorenz
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Individual
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Individual
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Publication date
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Publication of EP2728077A1 publication Critical patent/EP2728077A1/fr
Application granted granted Critical
Publication of EP2728077B1 publication Critical patent/EP2728077B1/fr
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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
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0401—Gullies for use in roads or pavements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/061—Non-reusable forms

Definitions

  • the present invention relates to a channel according to the preamble of patent claim 1.
  • flumes are natural or artificial, open-top containments of effluent small bodies of water. In this case, it is artificially produced, upwardly open drainage channel body with which surfaces such as parking lots, depots, roads, pedestrian walkways, pedestrian areas and the like can be drained after rainfall.
  • the channels can be installed in asphalt, concrete, masonry, paved surfaces and other surface coverings or substrates.
  • the upper edge of the built-in flume is usually flush with the surrounding surface to be drained.
  • the lower part of the channel has the gutter, in which the surface water is collected and transported away.
  • the upper part which often carries or has a grid or the like, lies directly on the lower part.
  • the WO 2012/073123 A1 discloses a channel in which an upside down mold is poured with concrete.
  • the WO 2007/123329 A1 and the NL 9 001 669 reveal formwork and the concrete channels made of it.
  • the NL 9 001 669 represents the closest prior art and shows a flume according to the preamble of claim 1, wherein the in the Fig. 8 shown end faces as end walls and connecting flanges reads.
  • the object of the invention is to prevent leaks in the connection region of adjacent channels in a channel of the type mentioned above.
  • the lower part and thus the gutter can be relatively easily installed in the ground.
  • the formwork required for the concreting process for limiting the filling space is already present in the form of the side walls on the lower part in the desired geometric matching to the gutter.
  • the invention also relates to an arrangement with a plurality of successively arranged channels according to the invention, wherein it is provided that the gutters of the channels are connected to a continuous channel with each other and cast into a common concrete body.
  • the channels on their front sides connecting flanges for attachment to the connecting flanges of gutters of other channels.
  • a continuous concrete body can be cast by filling the filling spaces, which, in addition to simple assembly, has the advantage of being in a simple manner a complete seal of the continuous channel of the arrangement achieved without the need for separate sealing measures must be taken.
  • FIG. 1 First, problems occurring in the prior art are exemplarily explained. Shown is in a vertical section known in the prior art channel 1 ', which is installed in the substrate 16 and on a support 23, which may be, for example, a concrete layer, rests.
  • the upper part 4 'of this channel 1' according to the prior art is directly and thus load-transmitting on the lower part 2 'on.
  • the lower part 2 ' is formed in the prior art essentially by the gutter 3', which is often designed as a concrete body.
  • the cover layer 30, which may be, for example, an asphalt surface, is flush with the upper edge of the upper part 4 'of this channel 1' and lies in a conventional manner on the support layer 29.
  • the accumulating on the surface of the cover layer 30 surface water passes through a corresponding, not shown here and in the following figures slope through the grid 10 'of the upper part 4 in the gutter 3' and is transported away, for example, in a corresponding shaft, channel or the like.
  • lead directly to the chute 1 'in the ground 28 launched loads 24 also to side loads 25, which press laterally against the gutter 3'.
  • Fig. 2 shows a frontal view of the channel 1 and its end face 17.
  • the support 29 and cover layers 30, as they are commonly encountered in normal road construction, are shown only for completeness with and are not attributable to the channel 1.
  • the support layer 29 and the cover layer 30 are thus not part of the channel.
  • Fig. 3 is the upper part 4 of the channel 1 from Fig. 2 detached from the in Fig. 4 shown lower part 2 of the channel.
  • Fig. 5 shows a view obliquely from above on the channel 1
  • Fig. 6 a perspective view obliquely from below, wherein one of the side walls 12 is removed.
  • the upper part 2 and the lower part 2 can also be embodied in one piece and / or arranged directly resting on one another.
  • the upper part 4 and the lower part 2 are separate components of the channel 1, which in the operating position separately from each other on the ground 16 are supported or supported.
  • the upper part 4 and the lower part 2 are not directly but exclusively on the ground 16, in which the channel 1 is installed, connected to each other.
  • the upper part 4 by means of its shell printing plates 7 on the support layer 29, as is well known in the asphalting of squares and streets, supported while the lower part 2 with its contact surfaces 15 on a suitably suitable Support 23 stands and is supported by this.
  • the support layer 29 and the cover layer 30 are part of the substrate 16 and store on the other material or the other layers of the substrate 16, here the backfill material 35.
  • the support 23 may be a separately built-in support layer such as concrete. However, the support 23 may also be a corresponding, optionally compacted material of the originally present substrate 16. Ultimately, the support 23 is in any case also part of the underground 16.
  • Fig. 2 shows the operating position.
  • the upper part 4 is not stored directly on the lower part 2. Rather, there is a possibility that with a corresponding load 24, the upper part 4 moves relative to the lower part 2 a piece, without the load is transmitted directly from the upper part 4 on the lower part 2.
  • This telescopic possibility of movement between the upper part 4 and lower part 2 of the channel 1 can be achieved in preferred embodiments as shown here by the upper part 4 in the operating position downwardly facing upper side walls 5 and the gutter 3 in the operating position upwardly facing gutter side walls 6 and the Top side walls 5 and the gutter side walls 6 overlap each other in the operating position.
  • the upper part 4 seen in the illustrated operating position, at least one laterally, preferably in the horizontal direction, projecting Oberteildruckplatte 7 for vertical support of the upper part 4 the background 16 has.
  • two upper-side printing plates 7 protrude from the respective upper part 4, in each case on opposite sides.
  • the shell side walls 5 can extend vertically in the operating position, as shown here. Of course, it is also an inclination of this shell side walls 5 conceivable. Of course, the same also applies to the gutter side walls 6. It is, however, favorable if at least one upper side wall 5 and at least one gutter side wall 6 assigned thereto are aligned parallel to one another.
  • the upper part 4 has at least one grate support 9 for mounting or inserting at least one grate 10 of the channel 1 on or in the upper part 4.
  • the grid 10 prevents according to its mesh size and the ingress of stones and / or contaminants in the gutter 3.
  • the grate holder 9 is preferably bounded by lateral boundary webs 8 of the upper part 4.
  • vibration-damping elements 11 as an intermediate layer between the upper part 4 and on or in the upper part 4 up or inserted or inserted or inserted grating 10 of the channel 1 have.
  • the drainage channel 3 has, at least in sections, a downwardly tapering cross section. This ensures a drainage speed in the drainage channel 3 that is as high as possible, even at low gutter inclines, so that as little sediment deposition as possible occurs in the drainage channel 3.
  • the gutter 3 for this purpose a sectionally V-shaped cross-section.
  • the lower part 2 has a laterally limited from the side walls 12 filling 13, can be filled in the concrete.
  • This may be, for example, common site concrete or even a polymer concrete.
  • filling 13 results in a simple way of permanent attachment of the base 2 in the ground 16 or soil, which also favors a particularly simple and rapid installation of the channel 1.
  • the side walls 12 are fastened by means of connecting webs or connecting plates 14 to the gutter 3.
  • the side walls 12 and / or the optionally present connecting webs or connection plates 14, connecting flanges 18 and / or end walls 19 can also comprise contact surfaces 15 for setting up the lower part 2 on the base 16 or on the support 23.
  • the channel 1 has on its end faces 17 of the gutter 3 connecting flanges 18 for attachment to connecting flanges 18 of gutters 3 of other channels 1.
  • Connecting holes 38 are provided, through which the connecting flanges 18 adjacent mutually arranged channels 1 can be bolted or riveted together.
  • the channel 1 has at the end faces 17 of the gutter 3 end walls 19 to the end face of the filling space 13. These end walls 19 are designed in the form of connecting flanges 18. In the exemplary embodiments shown, this is realized in a preferred embodiment in such a way that the connecting flanges 18 or end walls 19 which are respectively arranged on the end faces 17 of the channel 1 also act as connecting plates 14 between the drainage channel 3 and the side walls 12.
  • the invention provides in terms of an optimal seal and prevention of leaks that, as shown in the embodiments shown, in the connecting flanges 18 and end walls 19 each at least one passage opening 37 is arranged for concrete, which the gutter 3, in the operating position seen, at least in a lower region of the gutter 3 surrounds.
  • notches 39 can be seen, which can serve to mount assembly tools on the channel 1, for example, the channel 1 in the in Fig. 8 lower trench 31 shown.
  • the notches 39 can, as shown, be carried out together with the passage opening 37 or separately.
  • the channels 1 are preferably composed of prefabricated, a certain length having lower and upper parts 2 and 4.
  • Each may be solid steel or other suitable material.
  • the upper part 4 and / or at Lower part 2 at least the gutter 3 metal, preferably steel, or have made of metal, preferably steel.
  • the upper part 4 and the lower part 2 are each designed as a one-piece body made of steel.
  • such one-piece body can also be made of a suitable plastic or other material, in particular another metal.
  • the grid 10 is conveniently not fixed to the upper part 4, but removable from the grate 9, which does not necessarily have to be so.
  • an arrangement with a plurality of successively arranged channels 1 may be provided, in which the gutters 3 of the channel 1 are connected together to form a continuous channel and poured into a common concrete body 33.
  • the lower parts 2 of the channels 1 of such an arrangement which are already inserted into the trench 31 and are connected to one another at their connection flanges 18 and via the common concrete body 33, are shown in plan view Fig. 14 shown schematically.
  • the connection of the successively arranged channels 1 with each other takes place initially via the connecting flanges 18. These can be screwed together or riveted together, for example, by means of the connecting holes 38. Gluing or welding together is possible.
  • the common concrete body 33 can be poured by filling the filling spaces 13 by means of concrete.
  • the height of the side walls 12 also indicates the height of the concrete body 33.
  • the side walls 12 laterally delimiting the filling space 13 in the operating position each have lower edges 20, which are each arranged at a level below the lower end 21 of the gutter 3 and each have upper edges 22, respectively are arranged at a level above the lower end 21 of the gutter 3.
  • angled ribs 40 may be arranged. These can serve as additional stiffening or a simple attachment of the side walls 12.
  • the ribs 40 and also the contact surfaces 15 can be formed by forming or bending over corresponding marginal regions of the connecting plates 14, connecting flanges 18 and / or end walls 19. But they can also be welded or otherwise secured there.
  • the side walls 12 may be grids in order to keep the total weight of the lower part 2 as low as possible in terms of good transportability. But it can also be provided without recesses continuous walls.
  • indentations 28 may be provided in the connecting plates 14 and connecting webs, connecting flanges 18 and end walls 19 at the lower end seen in the operating position. These indentations 28 advantageously have a width which is greater than the distance between the freely projecting upper ends of the gutter side walls 6 of the gutter 3.
  • the first of these aspects provides a method for installing a channel 1 for removing surface water in a substrate 16, wherein the channel 1 at least one lower part 2, which has at least one gutter 3, and at least one in an operating position above the lower part 2 arranged upper part 4, wherein the upper part 4 and the lower part 2 are designed as separate components of the channel 1 and each supported separately on the ground 16.
  • Another core idea is a method for installing a channel 1 for the removal of surface water into a substrate 16, wherein the channel 1 at least one lower part 2, which has at least one gutter 3, and at least one in an operating position above the lower part 2 arranged upper part wherein the lower part 2 on both sides of the gutter 3 and laterally spaced from the gutter 3, preferably parallel, next to the gutter 3 extending side walls 12, which define a, the gutter 3 at least partially surrounding the filling space 13, 13 filled in the filling space concrete becomes.
  • the support 23 may, as already stated, only from the corresponding prepared substrate 16 exist or be designed as a separate layer, for example made of concrete.
  • the lower part 2 can be placed with its contact surfaces 15 in the trench 31.
  • the individual lower parts 2 which are arranged successively in the trench 31, are connected to one another by means of their connecting flanges 18, for example by screwing, riveting or welding. This can be done before or after setting up the lower parts 2 on the support 23.
  • the filling spaces 13 are filled with concrete, whereby a common, the individual parts 2 of the channels 1 interconnecting concrete body 33 forms in the manner described above.
  • This is in Fig. 9 and in plan view in Fig. 14 shown.
  • the in Fig. 10 shown cover 34 are placed on the upwardly open end of the gutter 3.
  • the rest of the trench 31 is filled with backfill material 35, which can be compacted in a manner known per se.
  • This state is then in Fig. 10 shown.
  • the support layer 29, for example, of an asphalt surface can then be applied to the backfill material 35 and the substrate adjacent thereto, as shown in FIG Fig. 11 is shown.
  • the cover 34 is then removed and the upper part 4 of the channel 1 is inserted so that the upper part side walls 5 overlap in the already described manner between the gutter side walls 6 and the upper part pressure plates 7 of the upper part 4 rest on the support layer 29 and are supported by this.
  • the cover layer 30 may be applied, for example in the form of fine asphalt, where it then comes to rest on the support layer 29 and also on the Oberteildruckplatten 7. It can, as in Fig. 13 shown between the cover layer 30 and the boundary webs 8 still seals 36 are introduced, which prevent ingress of water in this area. If the grid 10 is then inserted into the grate receptacle 9 of the upper part 4 of the channel 1 and, if appropriate, fastened therein, then the ready-to-use final state is as it is in Fig. 13 is shown reached.
  • FIG. 15 shows a preferred alternative, as at least two, preferably a plurality of lower parts 2 and their connecting flanges 18 can be interconnected to form a continuous groove. While it has already been mentioned at the outset that this is possible by screwing, riveting or welding or the like, the variant according to FIGS. 15 and 18 how this connection can also be realized by inserting a connecting pin 41 in a connecting pin receptacle 42 and preferably clamped there.
  • Fig. 15 shows a detailed view of a portion of a connecting flange 18 which is connected to the underlying non-visible connecting flange 18 by means of the connecting bolt 41 and the connecting pin receptacle 42.
  • Fig. 15 shows a detailed view of a portion of a connecting flange 18 which is connected to the underlying non-visible connecting flange 18 by means of the connecting bolt 41 and the connecting pin receptacle 42.
  • FIG. 16 shows the whole in a sectional view along the section line AA Fig. 15 , Here, the two adjacent to each other to be connected connecting flanges 18 of the lower parts 2 to be joined together are clearly visible.
  • Fig. 17 shows the, preferably at least partially wedge-shaped, connecting pin 41st Fig. 18 shows the connecting pin receptacle 42.
  • the connecting pin receptacle 42 may, as shown in this embodiment, be formed as a separate part which is inserted through corresponding recesses 45 in the connecting flanges 18 to be joined together and is supported with its support shoulders 43 on one of the connecting flanges 18, while on the other side of the connecting pin 11 is inserted so far into the recess 44 of the connecting pin receptacle 42 until a clamping connection between the connecting pin 41 and connecting pin receptacle 42 and thus between the connecting flanges 18 is reached.
  • a corresponding connecting bolt receptacle 42 is fixedly arranged on one of the connecting flanges 18.
  • connecting pin 41 and connecting pin receptacle 42 may, of course, be formed very differently to the embodiment shown here.
  • the connecting pin 41 and the connecting pin receptacle 42 may be preassembled in the variant shown here but also at a corresponding point of a respective connecting flange 18, to then be removed for connection of the connecting flanges 18 of this preassembly position to the in the FIGS. 15 and 16 make connection shown.
  • FIGS. 15 and 16 additional ribs 40 are also arranged in the upper region of the respective connecting flange 18.
  • the connecting bolt 41 as in Fig. 16 shown to be able to push into the recess 44 of the connecting pin receptacle 42, recesses 46 are provided in these ribs 40 in the corresponding areas.

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  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Claims (7)

  1. Caniveau (1) pour l'évacuation des eaux de surface avec au moins une partie inférieure (2) ayant au moins un canal de drainage (3), et au moins une partie supérieure (4) disposée, en position de fonctionnement, au-dessus de la partie inférieure (2), la partie inférieure (2) présentant des deux côtés du canal de drainage (3) et à distance latéralement du canal de drainage (3) des parois latérales (12) s'étendant de préférence parallèlement et à côté du canal de drainage (3), lesquelles parois latérales délimitent latéralement un espace de remplissage (13) entourant au moins partiellement le canal de drainage (3) pour le remplissage du béton, le caniveau (1) présentant sur les faces frontales (17) du canal de drainage (3) des brides de raccordement (18) pour la fixation à des brides de raccordement (18) de canaux de drainage (3) d'autres caniveaux (1), et le caniveau (1) étant muni sur les faces frontales (17) du canal de drainage (3) de parois frontales (19) sous la forme des brides de raccordement (18) pour la fermeture frontale de l'espace de remplissage (13), caractérisé en ce qu'au moins une ouverture de passage (37) pour le béton est disposée dans les brides de raccordement (18) et dans les parois frontales (19) respectivement, laquelle ouverture entoure le canal de drainage (3), vu dans la position de fonctionnement, au moins dans une région inférieure du canal de drainage (3), de sorte qu'après remplissage du béton, les extrémités frontales des canaux de drainage (3) raccordés l'un à l'autre de caniveaux (1) disposés au voisinage l'un de l'autre sont entièrement enchâssées ou moulées dans un corps en béton (33) commun au moins dans leur région inférieure.
  2. Caniveau (1) selon la revendication 1, caractérisé en ce que les parois latérales (12) sont fixées au moyen d'entretoises de raccordement ou de plaques de raccordement (14) au canal de drainage (3).
  3. Caniveau (1) selon la revendication 1 ou 2, caractérisé en ce que les parois latérales (12) et/ou les entretoises de raccordement ou les plaques de raccordement (14), lorsqu'il y en a, présentent des surfaces de contact (15) pour mettre en place la partie inférieure (2) sur un sol (16) ou sur un support (23).
  4. Caniveau (1) selon l'une des revendications 1 à 3, caractérisé en ce que le canal de drainage (3), vu dans la position de fonctionnement, présente au moins par segment une section transversale se rétrécissant vers le bas, de préférence en forme de V ou circulaire.
  5. Caniveau (1) selon l'une des revendications 1 à 4, caractérisé en ce que la partie supérieure (4) et la partie inférieure (2) sont des composants séparés du caniveau (1), qui, dans la position de fonctionnement, peuvent s'appuyer ou s'appuient séparément l'une de l'autre sur un sol (16).
  6. Caniveau (1) selon l'une des revendications 1 à 5, caractérisé en ce que les parois latérales (12) délimitant latéralement l'espace de remplissage (13), vu dans la position de fonctionnement, présentent chacune des bords inférieurs (20) qui sont disposés chacun à un niveau situé en dessous d'une extrémité inférieure (21) de du canal de drainage (3), et présentant chacun des bords supérieurs (22) qui sont disposés chacun à un niveau situé au-dessus d'une extrémité inférieure (21) du canal de drainage (3).
  7. Arrangement de plusieurs caniveaux (1) selon l'une des revendications 1 à 6, disposés à la suite les uns des autres, caractérisé en ce que les canaux de drainage (3) des caniveaux (1) sont reliés ensemble pour former une rigole continue et sont moulés dans un corps en béton commun (33).
EP13005125.3A 2012-11-02 2013-10-28 Canal pour l'évacuation des eaux de surface Not-in-force EP2728077B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA1175/2012A AT513278B1 (de) 2012-11-02 2012-11-02 Gerinne zur Abfuhr von Oberflächenwässern

Publications (2)

Publication Number Publication Date
EP2728077A1 EP2728077A1 (fr) 2014-05-07
EP2728077B1 true EP2728077B1 (fr) 2018-06-06

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EP13005125.3A Not-in-force EP2728077B1 (fr) 2012-11-02 2013-10-28 Canal pour l'évacuation des eaux de surface

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AT (1) AT513278B1 (fr)

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CN113585427B (zh) * 2021-07-22 2022-11-18 深圳市市政工程总公司 污泥处理区的雨水导排结构

Family Cites Families (6)

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Publication number Priority date Publication date Assignee Title
NL192526C (nl) * 1990-07-20 1997-09-02 Ingbureauoeoranjewoudoe B V Afvoergoot en werkwijze voor het vervaardigen daarvan.
DE10122467A1 (de) * 2001-05-09 2002-11-14 Schmidt Helmut Zweiteilige durchlaufende Stahlbeton-Entwässerungs-Schlitzrinne (ZDS-Rinne)
GB0209755D0 (en) * 2002-04-29 2002-06-05 Alumasc Construction Products Slot drain
WO2007123329A1 (fr) * 2006-04-21 2007-11-01 Sung-Rae Jo Moule permettant de fabriquer une gouttiere laterale en u et son procede de fabrication en utilisant le moule
US7670084B2 (en) * 2006-10-19 2010-03-02 Aristeo Construction Precasting of fabricated flumes for machining coolant systems
WO2012073123A1 (fr) * 2010-12-03 2012-06-07 Anand Belhe Procédé innovateur permettant de réaliser des canaux d'évacuation en béton de polymère à plastique renforcé de fibre de verre

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Also Published As

Publication number Publication date
AT513278B1 (de) 2014-03-15
EP2728077A1 (fr) 2014-05-07
AT513278A4 (de) 2014-03-15

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