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EP3388577B1 - Système de drainage - Google Patents

Système de drainage Download PDF

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Publication number
EP3388577B1
EP3388577B1 EP18000337.8A EP18000337A EP3388577B1 EP 3388577 B1 EP3388577 B1 EP 3388577B1 EP 18000337 A EP18000337 A EP 18000337A EP 3388577 B1 EP3388577 B1 EP 3388577B1
Authority
EP
European Patent Office
Prior art keywords
drainage
drainage channel
channel
holder
modules
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.)
Active
Application number
EP18000337.8A
Other languages
German (de)
English (en)
Other versions
EP3388577A1 (fr
Inventor
Peter Lenk
Wolfgang Zeiselmair
Volker Naujoks
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.)
Mea Bautechnik GmbH
Original Assignee
Mea Bautechnik GmbH
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 Mea Bautechnik GmbH filed Critical Mea Bautechnik GmbH
Publication of EP3388577A1 publication Critical patent/EP3388577A1/fr
Application granted granted Critical
Publication of EP3388577B1 publication Critical patent/EP3388577B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • E01C11/229—Shallow gutters, i.e. gutters forming a minor pothole
    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/005—Individual couplings or spacer elements for joining the prefabricated units
    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/20—Pavings made of prefabricated single units made of units of plastics, e.g. concrete with plastics, linoleum

Definitions

  • the invention relates to a system for dewatering a liquid occurring in a traffic area according to the preamble of claim 1.
  • Traffic area in the sense of the present invention can be, for example, a parking garage for motor vehicles or another sealed area such as a terrace.
  • the holder is used in particular to connect drainage channel modules that form the drainage channel to one another.
  • the holder can also be used to support a drainage channel module. It is advantageous that the holder can be moved lengthways under the drainage channel module.
  • the WO 0058560 A1 discloses a U-shaped conduit member that slopes toward a water flow, or for a buried cable tray that is folded to hold a grating at the ends of its vertically spreading branches.
  • the invention is characterized in that the body of the channel consists of an extruded double wall, namely a smooth wall with a rigid U-shape to allow the water to flow, integrally connected to a grooved, corrugated or ribbed wall, the waves being perpendicular to one Part of the height of the outer branches of the gutter are arranged, with the exception of a support area which forms a base plate for the line element.
  • the CH 692 788 A5 discloses a channel arrangement with a plurality of channel elements which is provided with driving means for moving the channel arrangement on the floor.
  • a first channel element is placed in a shaft of the channel, the first channel element is inserted into the channel with its front longitudinal end and pushed so far forward that the front longitudinal end of a further channel element subsequently brought into the shaft with the can be connected to the rear longitudinal end of the first channel element, whereupon the entire channel arrangement with the two channel elements connected to one another is pushed further forward into the channel.
  • the US 3,841,101 A. discloses a gutter coupling or end assembly for a plastic gutter.
  • the assembly has a stiffening element that is adapted to be attached to a free end of a length of the channel and a support element that is designed to receive the channel end.
  • the EP 1 437 447 A2 discloses a trench formation channel system that includes a number of prefabricated drainage channel sections and one or more alignment keys for aligning and interlocking adjacent channel sections.
  • Each alignment key includes a base that is shaped to laterally bridge a predetermined outer portion of adjacent bottom walls of the adjacent channel portions.
  • the alignment key also includes first and second opposed inwardly facing jaw members that are shaped to longitudinally span a predetermined outer portion of adjacent first and second side walls of the adjacent channel portions.
  • the US 5,522,675 A discloses a drainage channel system for forming a trench.
  • the drainage channel system includes a number of prefabricated drainage channel sections and one or more alignment keys for aligning and locking adjacent drainage channel sections.
  • Each alignment key includes first and second opposed, inwardly facing jaw members that are shaped to longitudinally span a predetermined outer portion of adjacent first and second side walls of adjacent drainage channel portions, respectively. Accordingly, each jaw member engages the predetermined outer portions of the respective side walls to lock the drainage channel portions in the longitudinal direction.
  • An advantage of the present invention is that a defined distance is generated by means of the holder, which can be sealed by means of a sealing device which can be adapted in particular.
  • the drainage channel modules to be connected preferably abut the spacers with their blunt end sections.
  • the spacer is preferably variably mountable on a base body of the holder.
  • the distance between the drainage channel modules can therefore be dimensioned according to requirements.
  • the C-shaped profiles are preferably aligned with their open ends facing outwards and each connect with their flanges to holding elements which are inclined with their free ends obliquely inwards to the drainage channel.
  • the holding elements are preferably elastically deformable. A spring force can thus be exerted on the drainage channel modules introduced into the holder by the holding elements.
  • An end section of the free end of the holding element is preferably curved outward away from the drainage channel. This makes it easier to insert a drainage channel module into the holder.
  • tubular or rod-shaped feet for supporting the drainage channel are formed on the holder.
  • a slope of the drainage system can thus be influenced over a length of the feet.
  • the feet are preferably fastened to the base body of the holder on which the drainage channels to be connected lie with their end sections.
  • the distance is preferably sealed with a, in particular stable and / or pourable, sealing device.
  • the space between two drainage channel modules caused by the holder can thus be effectively sealed.
  • the sealing device preferably has connecting properties. This means that further devices connecting the drainage channel modules can be dispensed with and stability of the drainage system can nevertheless be guaranteed.
  • the holder is preferably provided in a longitudinally displaceable and / or supporting manner below one of the drainage channel modules. For this purpose, it is then necessary to omit the C-shaped profiles of the spacer from the holder in order to hold the holder to be able to be placed anywhere below the drainage channel modules.
  • the drainage channel can, for example, absorb and drain off surface water occurring in a parking garage for motor vehicles.
  • the drainage channel can be used in concrete, for example.
  • a surface coating can connect a drainage channel environment to the drainage channel, in particular to the outer walls of the drainage channel.
  • the surface coating is, for example, a screed with a protective coating.
  • the protective coating can create a first watertight connection between the drainage channel environment and the drainage channel, for example followed by a second seal below the drainage channel installation.
  • the drainage channel can also be arranged in a garden area or in a terrace area with an at least partially open channel bottom in order to absorb and / or drain off surface water that occurs.
  • surface water directed downwards can meet a sealing level and be diverted from there.
  • An advantage of the present invention is that, despite a possibly partially blocked drainage channel, liquid can be taken up and / or discharged, because the liquid can flow from the blocked drainage channel through the at least one connecting opening into an adjacent drainage channel and flow out of it. The risk of the drainage channel overflowing due to a possibly blocked drainage channel can thus be reduced.
  • the channel sole has a thickness which, viewed in the vertical direction or in the direction of gravity, extends from the underside of the channel sole to its upper side.
  • connection opening can be formed approximately at a level with the top of the channel bottom or spaced from a level of the top of the channel bottom. In other words, the connection opening can already begin on the top of the channel bottom or only further up, if this is objected to by the latter.
  • connection opening can be designed as a tunnel-like opening, starting approximately at the level of the top of the channel bottom, by means of which the inner wall is interrupted or broken through.
  • connection opening can have a substantially round or angular cross section.
  • connection openings with different cross sections in shape and / or size can be formed on at least one inner wall.
  • connection openings with cross sections which are essentially the same in shape and / or size can be formed on the inner wall.
  • a height of at least one inner wall can be essentially the same size as a height of the outer walls.
  • the outer walls can have a height that is essentially the same.
  • the outer walls can be aligned essentially parallel to one another and run along a longitudinal axis of the drainage channel.
  • the inner wall can also be aligned essentially parallel to the longitudinal axis of the drainage channel and run along the longitudinal axis of the drainage channel.
  • a plurality of inner walls can be spaced apart from one another at regular intervals.
  • a plurality of inner walls can be formed at irregular intervals from one another.
  • the height of the at least one inner wall is advantageously at least in sections less than a height of the outer walls.
  • indentations open at the top can be formed on an upper side of the at least one inner wall opposite the channel sole.
  • a spillover or overflow between adjacent drainage channels is thus possible before a liquid level in the drainage channel reaches the height of the outer walls.
  • this enables an early spillover from a possibly blocked drainage channel into an adjacent drainage channel.
  • the risk of spilling over one of the outer walls is thus reduced. This also improves the drainage of the liquid received in the drainage channel, even if one or more connection openings are partially blocked. Something similar can be achieved with connection openings which are open at the top and therefore extend over the entire height of the inner wall.
  • a height of at least one inner wall can be greater than the height of the outer walls.
  • a plurality of inner walls are advantageously provided, their respective heights decreasing in one direction from the outer walls to a center of the drainage cross section.
  • the lowest inner wall or the lowest inner walls can thus be formed in the middle of the drainage channel module and subsequently higher inner walls can be formed towards the outside, the height of which should not exceed that of the outer walls.
  • This makes it possible to spill over, in particular early, between adjacent drainage channels, in particular spill over from one possibly blocked drainage channel into an adjacent drainage channel. This improves the drainage of the liquid received in the drainage channel, even if one or more connection openings are blocked.
  • an increase in a liquid level in a drainage channel can be recognized optically or by other means. A due cleaning and / or maintenance work can thus be indicated and / or carried out in good time before the entire drainage cross section is flooded or liquid even spills over the outer walls of the drainage channel.
  • a height of the inner walls can increase in a direction from the outer walls to a center of the drainage cross section.
  • the outer wall can have at least one discharge opening, which can be formed approximately at a level with the top of the channel bottom or at a level from the top of the channel bottom.
  • the discharge opening can already begin on the top of the channel sole or only, above, can be objected to by the latter.
  • the connecting opening and / or the discharge opening can advantageously be designed as a preferably slot-shaped recess and / or as an opening in the channel sole, the recess extending through the channel sole, preferably also into a part of the corresponding inner or outer wall.
  • the openings in the corresponding inner or outer wall would have to be created in a complex manner using special tools in the narrow space, ie in the drainage channel. In order to avoid this, it is cheaper to completely penetrate the channel bottom by means of the slot-shaped recess and, if necessary, to continue the slot-shaped recess in the direction of the corresponding inner or outer wall. If desired, one to produce a continuous recess in the channel sole, as is the BB section Fig. 2 is shown, the recess does not have to be subsequently filled and it is also not necessary to continue the recess in the direction of the corresponding inner or outer wall.
  • the recess in the channel bottom can also extend with one or more interruptions across the width of the drainage channel or channel bottom, as is shown in section DD Fig. 2 is shown. That is, an area with a remaining channel bottom can be formed between areas in which the channel bottom is removed.
  • the openings in the corresponding inner or outer wall i.e. a connection opening and / or a discharge opening, after the manufacture of the drainage channel by means of the opening in the channel bottom.
  • the opening which is preferably designed as a bore, extends through the channel bottom and into a part of the corresponding inner or outer wall. If it is desired to allow drainage from the channel bottom at the point of the breakthrough, the breakthrough does not have to be filled subsequently.
  • the opening in the channel bottom must be filled in subsequently.
  • the opening can be made in the channel bottom next to an inner or outer wall. A subsequent filling of the breakthrough is then omitted.
  • the drainage channel module can be designed with a liquid-permeable filter insert for filtering the liquid discharged through the channel bottom.
  • the recess can extend over the entire drainage cross-section, i.e. extend over the entire width of the drainage channel or only over areas thereof.
  • the width of the drainage channel can thus be used to provide continuous access to the subsurface or only in certain areas.
  • bores can also be formed in the groove bottom, which extend through the groove sole into the relevant inner or outer wall. If necessary, the holes in the area of the channel bottom can also be subsequently closed with filler material, so that only the openings remain in the corresponding inner or outer wall.
  • the slot-shaped recess or the bore and / or the discharge opening can be formed with a liquid-permeable lining.
  • the liquid-permeable lining can be designed as a perforated plate or a screen grid.
  • a groove is advantageously formed on the outer walls on one or both sides of the drainage channel for the liquid-tight, in particular watertight connection of the surface coating of the drainage channel environment and / or for receiving one Connection element for connecting two drainage channel modules, and / or for receiving a power and / or signal line.
  • the power and / or signal line can be received in a recess formed on the underside of the channel sole.
  • the current and / or signal line can be used to provide alarm protection in the event of leaks.
  • a lighting device and / or a channel heater for heating the drainage cross section can be accommodated in the recess formed on the channel bottom.
  • At least one of the outer walls can preferably have at least one inlet opening, below which an inlet plate is formed on the outside on the corresponding outer wall in order to introduce a liquid that collects on the upper side of the inlet plate into the drainage channel.
  • the drainage channel module can advantageously be produced by means of extrusion, in particular pultrusion.
  • a variable length of the drainage channel module can be approximately one meter, or approximately five to approximately six meters.
  • a drainage channel module can be produced as an endless strand, which is sealed watertight at its end sections by means of end elements.
  • At least one expansion joint and / or at least one connecting joint in particular watertight, can be introduced in the endless strand.
  • Drainage channel modules produced by means of an endless strand are cut to a required length after the manufacturing process and thus have essentially blunt end sections. For this reason, they cannot have any end sections designed, for example, for a tongue and groove connection or for a male / female connection for simple connection of drainage channel modules.
  • Drainage channel modules produced as an endless strand can advantageously be connected by means of a holder, by means of which a distance is formed between the drainage channel modules to be connected to accommodate an adhesive and / or sealing device.
  • the drainage channel module is designed as a thin-walled, shell-shaped component which simulates the contour of the outer walls and the at least one inner wall. Seen in cross-section, at least one cavity is created in the area of the corresponding inner and outer walls, which can be at least partially filled to increase the stability of the drainage channel module.
  • the drainage channel module is a kind of envelope profile produced, the inner contour of which can be at least partially filled to increase the stability of the drainage channel module.
  • a plurality of drainage channel modules can be connected by means of a substantially T-shaped or substantially cross-shaped or an angled or a substantially straight connection device, the connection devices in question having an essentially same drainage cross-section as the drainage channel modules connected thereto.
  • the aforementioned advantages of the drainage channel module according to the invention also apply when assembling the drainage channel from several drainage channel modules, i. H. in the area of intersectional or T-shaped connection points.
  • the connecting device is advantageously connected to the drainage channel module, in particular in a watertight, force-fitting and / or material-locking manner.
  • the connection device can be glued to the drainage channel module for this purpose.
  • a connection joint between drainage channel modules can be connected in a watertight manner with an insertable clamping seal and / or screw seal.
  • several drainage channel modules can be connected to one another on their long side and / or their short side. Longer and / or wider drainage channel modules can thus be achieved, ie drainage channel modules with different lengths and / or widths can be produced with the same tool for producing the drainage channel module.
  • the drainage channel module is provided with or without a, in particular removable, cover grate or is capable of being drained.
  • the cover grate can advantageously be designed as a cover element inserted into one or more drainage channels.
  • the space between the inner and outer walls that form the respective drainage channel can be at least partially bridged by means of the cover element.
  • the intermediate space can be bridged variably in order to either completely cover the intermediate space or to leave only a small gap.
  • a clear width of the respective drainage channel i.e. an open gap, can be reduced.
  • the cover element seen in cross section, can be designed as a U-shaped profile, which is advantageously inserted into the drainage channel in a downwardly open orientation.
  • the depth of the drainage channel can be reduced, in particular to a depth between approximately 5 and 15 mm or to approximately 9 mm as seen from the top of the outer walls.
  • the cover element can have a perforation in the manner of a perforated plate in sections.
  • surface water that occurs can be absorbed and / or drained from the drainage channel despite the cover elements inserted into the drainage channels.
  • the cover grate can be formed with a dirt trapping device and / or a cleaning device, in particular with one or more integrated dirt trapping brushes.
  • a dirt trapping device and / or a cleaning device, in particular with one or more integrated dirt trapping brushes.
  • soiled shoes can be cleaned and the dirt brushed by the shoes can be absorbed by the drainage channel and drained off with the liquid contained therein.
  • a laying strip can be formed on the outer walls to prevent the drainage channel from floating when laying.
  • a wedge can be formed on the outer walls to prevent the drainage channel from floating when laying.
  • a plurality of drainage channels can be connected in the vicinity of the connection joint in a watertight manner to a drain device which can be used in particular between two drainage channel modules and which allows an essentially vertical drainage of liquid from the drainage channel.
  • a drain pipe can be attached to the drain device.
  • a removable inspection grille can also be included on the drain device.
  • the drain pipe can be inspected after the inspection grid has been removed.
  • a plurality of drainage channels can be connected to a drainage section, on which a hole pattern is formed in the channel bottom and which allows liquid to drain out of the drainage channel through the hole pattern.
  • a sleeve for connecting a drain pipe can be formed on the drain section.
  • a drainage channel module 3 suitable for a drainage channel 1 according to a first exemplary embodiment is shown in a side view.
  • the connection openings 5 formed thereon in different designs are subsequently described with reference to FIGS Fig. 2 shown top view of the drainage channel module 3 Fig. 1 and the in Fig. 3 shown drainage cross-sections through the drainage channel module 3 Fig. 1 explained, the drainage cross sections along the in Fig. 2 marked cuts are cut.
  • Outer walls 7 together with a channel bottom 9 form an essentially U-shaped drainage cross section.
  • Inner walls 11 are formed, by means of which the drainage cross section is divided into a plurality of drainage channels 13.
  • the outer walls 7 and the inner walls 11 are of the same height.
  • the drainage channel module 3 can be a full profile, which is formed in this cross section without a connection opening or without a recess.
  • Section B-B shows that each of the inner walls 11 has a connection opening 5, by means of which adjacent drainage channels 13 are connected to one another. Furthermore, each of the outer walls 7 has a discharge opening 15 which is connected to the connecting opening 5 of the respective inner wall 11 by means of the respective drainage channel 13 between the inner wall 11 and the outer wall 7.
  • a recess 17 formed by the connection openings 5 and the discharge openings 15 extends over the entire width of the drainage cross section, wherein the connection openings 5 and the discharge openings 15 can be in alignment or can be arranged offset to one another.
  • the recess 17 or the connecting openings 5 and the discharge openings 15 are open towards the underside of the drainage channel, that is to say there is no channel bottom 9 at this point.
  • Section CC shows that each of the inner walls 11 has a connection opening 5, by means of which adjacent drainage channels 13 are connected to one another.
  • the outer walls 7 have no discharge opening.
  • a recess 17 formed by the connecting openings 5 extends over a width section of the drainage cross section delimited by the inner walls 11, the channel sole 9 being present in the region of the recess 17.
  • the recess 17 can only be formed in the region of the inner walls 11 and thus the groove bottom 9 cannot be penetrated downwards by the recess 17, but is closed. This can be achieved, for example, by first removing the gutter sole 9 and adjoining sections of the inner walls 11 in the region of the inner walls 11, as shown in section BB and the channel sole 9 is then closed again.
  • the connection openings 5 described above remain on the inner walls 11.
  • Section D-D shows that each of the inner walls 11 has a connection opening 5, by means of which adjacent drainage channels 13 are connected to one another. Furthermore, each of the outer walls 7 has a discharge opening 15 which is connected to the connecting opening 5 of the respective inner wall 11 by means of the respective drainage channel 13 between the inner wall 11 and the outer wall 7.
  • a recess 17 formed by the connecting openings 5 and the discharge openings 15 extends over the entire width of the drainage cross section, the recess 17 not extending into the region of the channel bottom 9, that is to say not penetrating the channel bottom 9 downwards.
  • the recess 17 can be produced in such a way that first a recess 17 is produced as shown in section B-B and then the recess 17 is closed in the region of the channel bottom 9.
  • the recess 17 does not extend without gaps across the width of the drainage channel module 3 or the channel bottom 9, but is interrupted by areas in which the channel bottom 9 has remained.
  • a front view of a drainage channel module 3 according to a second exemplary embodiment is shown, in which a groove 21 is formed on both sides of the drainage channel module 3 on the respective outer wall 7.
  • a surface coating applied in a drainage channel environment which is applied, for example, in a thickness of about 3 mm to a screed, claws in the groove 21 and thus creates a watertight connection between the drainage channel environment and the drainage channel module 3, in particular with its outer walls 7 .
  • An inlet plate 23 is formed below this groove 21.
  • a liquid for example surface water, which, for example due to a leak in of the surface coating, on an outer surface of the groove 21, can thus be introduced into the drainage channel 1 via at least one inlet opening 25 which is formed on the respective outer wall 7.
  • a connecting element (not shown here) for connecting two drainage channel modules 3 can be accommodated in the groove 21.
  • a current and / or signal line (not shown here) can be accommodated in the groove 21.
  • drainage channel module 3 can be seen in its front view that the height of the inner walls 11 decreases in a direction from the outer walls 7 towards the center of the drainage cross section. In the middle of the drainage channel module 3, the lowest inner walls 11 and then inner walls 11 which become higher towards the outside are formed, the height of which should not exceed that of the outer walls 7.
  • the too Fig. 4 described groove 21 is in Fig. 5 formed only on one side of the drainage channel 1 or the drainage channel module 3 on the outer wall 7, but can also be present on both sides.
  • FIG. 6 shown spatial bottom view of the drainage channel module 3 Fig. 5 can be seen at the bottom of the channel bottom 9 openings 18.
  • the openings 18 are designed here as holes or bores, which are each introduced through the channel sole 9 into the respective inner wall 11. If necessary, an opening 18 can also be made in one of the outer walls 7.
  • the openings 18 are shown offset in relation to one another in the longitudinal direction of the drainage channel module 3, but can also lie in alignment, for example in relation to the section CC in FIG Fig. 3 correspond to.
  • recesses 27 are formed on the channel bottom 9, into which alternatively or additionally as well Fig. 4 described the power and / or signal line can be included.
  • the recesses 27 are designed here as longitudinal grooves.
  • FIG. 7 Two drainage channel modules 3 connected by means of a connecting device 29 are shown in a spatial top view according to a fourth exemplary embodiment.
  • the connecting device 29 is here essentially straight, that is to say perpendicular to the longitudinal axis of the drainage channel module 3, and can be designed in a wedge-shaped manner (wedge 31) on the outer wall 7 on a section projecting beyond the drainage channel module 3, towards the free end.
  • the drainage channel modules 3 are glued here to the connection device 29 in order to form a watertight connection joint.
  • the drainage channel module 3 may have a cross shape.
  • the spatial plan view shows that outer walls 7 meet outer walls 7 oriented transversely thereto and inner walls 11 meet inner walls 11 oriented transversely thereto. This forms angled drainage channels 13 through which the liquid discharged therein can be diverted in another direction.
  • a different drainage channel module 3 can be connected to the free ends of the approximately cross-shaped drainage channel module 3 by means of a connecting device 29.
  • a branched drainage channel 1 can thus be formed.
  • the drainage channel module 3 has a plurality of drainage channels 13 on the underside of the channel bottom 9 with an outlet section 33.
  • a hole pattern 35 ie holes penetrating the channel bottom 9, is formed in the channel bottom 9 within the outlet section 33.
  • the hole pattern 35 or the holes enable liquid to drain from the drainage channel module 3.
  • a connector 37 for connecting a drain pipe (not shown here) can be formed on the drain section 33.
  • a drainage channel module 3 according to a sixth exemplary embodiment is shown in a spatial bottom view.
  • Feet 39 in particular in the form of tubes or rods, can be formed on the connecting device 29 downwards, which serve to stand up the drainage channel 1.
  • Other such feet 39 can be in the Fig. 6 Described as a bore openings 18 may be received in the channel bottom 9.
  • the feet 39 or the tubes can be hollow to allow liquid to flow out of the drainage channel 1 through the recess 17 and the feet 39.
  • Rod-shaped connecting elements 41 protruding from the drainage channel module 3 can be inserted into the groove 21.
  • Two drainage channel modules 3 can be connected to one another by means of the connecting elements 41.
  • the two drainage channel modules 3 to be connected are arranged with one another with their drainage cross sections such that the grooves 21 of the two drainage channel modules 3 lie opposite one another.
  • a free end of a connecting element 41 protruding from one drainage channel module 3 is inserted into the opposite groove 21 of the other drainage channel module 3.
  • a connecting element 41 is inserted in opposite grooves 21 of the drainage channel modules 3 to be connected.
  • connecting elements 41 are glued to the drainage channel modules 3, i.e. with the respective grooves 21, bending forces, in particular a bending tension, are absorbed by the connecting elements 41.
  • a drain device 43 for a drainage channel module 3 is shown in a spatial top view.
  • the drain device 43 can be inserted between two drainage channel modules 3 and can be connected by means of a connecting device 29.
  • the drain device 43 allows liquid to drain from the drainage channel 1 into the underground.
  • the inner walls 11 of the drain device 43 are designed as a removable inspection grid 44, which is attached above a drain opening (not shown here).
  • a drain pipe 45 is attached to the nozzle 37. The drain pipe 45 can be inspected in particular after the inspection grid 44 has been removed.
  • Fig. 12 shows a spatial top view of a drainage channel module 3 according to a seventh embodiment.
  • the drainage channel module 3 is designed here as a thin-walled, shell-shaped component 47, which simulates the contour of the outer walls 7 and the inner walls 11. Seen in cross-section, at least one cavity 49 or individual cavities is created in the area of the inner walls 7 and the outer walls 11 under the respective outer walls 7 or inner walls 11, the cavity or cavities to increase the stability of the drainage channel module 3 also at least partially can be filled in.
  • the drainage channel module 3 is produced as a type of envelope profile, the inner contour of which can be at least partially filled out to increase the stability of the drainage channel module 3.
  • Fig. 13 are two by means of one in Fig. 14 shown holder 51 interconnected drainage channel modules 3 shown in a spatial plan view.
  • the two drainage channel modules 3 shown were created using Endless strand manufactured. For this reason, they were cut to the required length after the manufacturing process and thus have essentially blunt end sections, in contrast to the drainage channel modules produced with a fixed length, which, for example, are specially designed for a tongue and groove connection or for a male / female connector. Connection designed end portions for easy connection of drainage channel modules.
  • the holder 51 can be used to connect the two drainage channel modules 3 produced by means of an endless strand.
  • each of the drainage channel modules 3 to be connected abuts a spacer 53, which, as shown, can contain, for example, two substantially C-shaped profiles 57 arranged opposite each other on an outside of the holder 51.
  • This distance 55 can be sealed with a sealing device (not shown), which can also have connecting properties.
  • the C-shaped profiles 57 can be aligned with their open end facing outward and each meet with their flanges 59 on the holding element 61, which is inclined with its free end inward towards the drainage channel 1.
  • An end section of the free end of the holding element 61 can advantageously be bent outwards away from the drainage channel 1.
  • the drainage channel modules 3 can be inserted into the holder 51 from above, the holding elements 61 being elastically deformed outwards.
  • the drainage channel modules 3 are quasi pre-tensioned inward by means of a spring force of the holding elements 61 generated thereby.
  • essentially tubular or rod-shaped feet 39 can be formed on the holder 51 for standing up the drainage channel 1.
  • the feet 39 can be fastened to a base body 52 of the holder, on which the drainage channel modules 3 to be connected rest with their end sections.
  • a drainage channel module 3 can be equipped with a cover grating 63 in different designs.
  • cover elements 65 of the cover grate 63 can be inserted into the drainage channels 13.
  • An intermediate space between the inner and outer walls 7, 11, which form the respective drainage channel 13, can thus be at least partially bridged.
  • the walking safety when crossing the drainage channel 1 can be increased because a passer-by's getting caught in a drainage channel 13, for example with a shoe with thin high heels, is thus reduced.
  • the cover element 65 can be designed with or without a perforation 67 in the manner of a perforated plate.
  • the cover elements 65 of the cover grate 63 can be formed with a dirt trapping device 69 and / or a cleaning device, in particular, as shown, with integrated dirt trapping brushes 71.
  • a dirt trapping device 69 and / or a cleaning device in particular, as shown, with integrated dirt trapping brushes 71.
  • FIG. 16 Interior walls 11 of a drainage channel module 3 are shown in a spatial top view, the height of which is at least partially less than a height of the outer walls 7. This allows an upwardly open notches 73 to be formed, for example in the form of a battlement with pinnacles. So is a Spilling or overflowing between adjacent drainage channels 13 is possible before a liquid level in the drainage channel 1 reaches the height of the outer walls 7.
  • the notches 73 can be offset in the longitudinal direction of the drainage channel module 3 or can be aligned.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sink And Installation For Waste Water (AREA)

Claims (11)

  1. Système permettant de drainer un liquide apparaissant sur une surface de circulation, comme par exemple des eaux de surface, comprenant au moins deux modules de rigole de drainage (3) et au moins un support (51) au moyen duquel les modules de rigole de drainage (3) sont reliés, dans lequel
    un écarteur (53) du support (51) permet de réaliser un intervalle (55) entre les modules de rigole de drainage (3) reliés, pour recevoir un dispositif adhésif et/ou d'étanchéité stable et/ou pouvant être coulé,
    caractérisé en ce que l'écarteur (53) présente deux profilés (57) substantiellement en forme de C, disposés à l'opposé, respectivement sur une face extérieure du support (51).
  2. Système de drainage selon la revendication 1, dans lequel les modules de rigole de drainage (3) à relier viennent en butée contre l'écarteur (53) respectivement par leurs portions d'extrémité tronquées.
  3. Système de drainage selon la revendication 2, dans lequel l'écarteur (53) peut être monté de manière variable sur un corps de base (52) du support (51).
  4. Système de drainage selon la revendication 1, dans lequel les profilés en forme de C (57) sont orientés vers l'extérieur par leur extrémité ouverte et sont adjacents par leurs brides (59) respectivement à des éléments de fixation (61) inclinés par leurs extrémités libres en oblique vers l'intérieur de la rigole de drainage (1).
  5. Système de drainage selon la revendication 4, dans lequel les éléments de fixation (61) peuvent être soumis à une déformation élastique.
  6. Système de drainage selon la revendication 4 ou 5, dans lequel une portion d'extrémité de l'extrémité libre de l'élément de fixation (61) est réalisée en étant courbée vers l'extérieur en s'écartant de la rigole de drainage.
  7. Système de drainage selon l'une quelconque des revendications précédentes, dans lequel des pieds (39) substantiellement tubulaires ou en forme de tige pour surélever la rigole de drainage sont réalisés sur le support (51).
  8. Système de drainage selon la revendication 7 et la revendication 3, dans lequel les pieds (39) sont fixés au corps de base (52) du support (51) sur lequel reposent par leurs portions d'extrémité les modules de rigole de drainage (3) à relier.
  9. Système de drainage selon la revendication 1, dans lequel l'intervalle (55) est rendu étanche par un dispositif d'étanchéité en particulier stable et/ou pouvant être coulé.
  10. Système de drainage selon la revendication 9, dans lequel le dispositif d'étanchéité présente des propriétés liantes.
  11. Système de drainage selon la revendication 1, dans lequel le support (51) est prévu en étant mobile dans le sens longitudinal et/ou en soutien au-dessous d'un des modules de rigole de drainage (3).
EP18000337.8A 2017-04-13 2018-04-06 Système de drainage Active EP3388577B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202017001997.3U DE202017001997U1 (de) 2017-04-13 2017-04-13 Entwässerungsrinne

Publications (2)

Publication Number Publication Date
EP3388577A1 EP3388577A1 (fr) 2018-10-17
EP3388577B1 true EP3388577B1 (fr) 2020-06-17

Family

ID=58993785

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Application Number Title Priority Date Filing Date
EP18000337.8A Active EP3388577B1 (fr) 2017-04-13 2018-04-06 Système de drainage

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EP (1) EP3388577B1 (fr)
DE (1) DE202017001997U1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019116285A1 (de) * 2019-06-14 2020-12-17 Gest Holding Gmbh Entwässerungsvorrichtung sowie Verdunkelungssystem aufweisend die Entwässerungsvorrichtung
CN111455771B (zh) * 2020-04-13 2021-09-14 浙江省建筑科学设计研究院有限公司 一种透水砖路面结构
DE102023108011A1 (de) * 2023-03-29 2024-10-02 Friedrich Wolfarth Gmbh & Co. Kg Befestigungsvorrichtung für ein Rinnenelement

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ZA724540B (en) * 1972-07-03 1974-06-26 Duropenta Ltd Improvements in or relating to gutter couplings
US5522675A (en) * 1994-12-19 1996-06-04 Abt, Inc. Method and apparatus for aligning drainage channel sections
CH692788A5 (de) * 1998-05-22 2002-10-31 Cpk Bautechnik Ag Rinnenanordnung und Verfahren zur Installation einer solchen Rinnenanordnung.
EP1171666B1 (fr) * 1999-03-31 2006-05-24 Aliaxis R&D S.A.S. Elément thermoplastique pour caniveau, procédé de fabrication et d'assemblage associés et kit de construction comportant de tels éléments
US6860678B2 (en) * 2003-01-13 2005-03-01 Abt, Inc. Method and apparatus for aligning channel sections with an adjustable alignment key

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
DE202017001997U1 (de) 2017-05-17
EP3388577A1 (fr) 2018-10-17

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