[go: up one dir, main page]

EP2495373A2 - Système de drainage, son procédé de fabrication et composants associés - Google Patents

Système de drainage, son procédé de fabrication et composants associés Download PDF

Info

Publication number
EP2495373A2
EP2495373A2 EP11188669A EP11188669A EP2495373A2 EP 2495373 A2 EP2495373 A2 EP 2495373A2 EP 11188669 A EP11188669 A EP 11188669A EP 11188669 A EP11188669 A EP 11188669A EP 2495373 A2 EP2495373 A2 EP 2495373A2
Authority
EP
European Patent Office
Prior art keywords
components
columns
component
drainage system
webs
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.)
Withdrawn
Application number
EP11188669A
Other languages
German (de)
English (en)
Other versions
EP2495373A3 (fr
Inventor
Robert Auer
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.)
Auer Packaging GmbH
Original Assignee
Auer Packaging 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 Auer Packaging GmbH filed Critical Auer Packaging GmbH
Publication of EP2495373A2 publication Critical patent/EP2495373A2/fr
Publication of EP2495373A3 publication Critical patent/EP2495373A3/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • E03F1/005—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements

Definitions

  • the invention relates to a drainage system, a method for producing the drainage system and components for forming the drainage system.
  • Rainwater infiltration systems are becoming increasingly important because there is a need to supply water to the floor on sealed surfaces such as roofs or concreted or paved open spaces to ensure orderly percolation without soil erosion.
  • Such infiltration devices can be created for example in the form of gravel pits or gravel channels. However, it has recently become more and more prevalent to form such infiltration devices also called box-like trenches in the ground, wherein individual components are used, which overall create a large cavity.
  • such rigs are assembled from plastic lattice boxes, wherein plastic lattice boxes enclose a large cavity and at the same time can be flowed through well.
  • plastic lattice boxes are formed so stable that a plurality of these plastic lattice boxes can be stacked on top of each other and possibly even of vehicles is drivable.
  • Such lattice boxes stack to serve as a rigole additionally wrapped with a so-called geotextile, which allows infiltrating the water from the trench into the surrounding soil.
  • the rig also serves as a collecting container, which slowly releases accumulating rainwater.
  • a drainage cell for a groundwater handling system having a housing defined by perforated boundary walls, a perforate base and an open top with a plurality of individual upstanding connector elements going up from the base toward the open top and connecting means comprise, which are designed for connection of two cell housings, which are arranged in use with their open tops substantially parallel.
  • the connecting means in this case has a separate device, which is designed for an intermediate circuit between two cell cases whose open top opposite.
  • the separate device in this case has a grid which defines a plurality of individual inner or outer connecting means, which are designed for connection to a respective outer or inner connector element of a cell housing.
  • the infiltration modules can be connected to one another by means of connecting elements and the layers can be connected to one another by means of the same connecting elements.
  • the infiltration modules consist of two at least substantially identically manufactured half-shell elements which are composable, wherein the half-shell elements as such by means of the same connecting elements releasably connectable to the infiltration modules and composable and this connecting element is provided with at least two differently shaped locking elements, wherein in the assembled state a locking element when properly assembled a Laying in the vertical direction and the other locking element determines a simultaneous installation in the horizontal direction and limited.
  • a trench assembly with one or more trench components known to a rig pool can be assembled, wherein the trench components are formed as a water-absorbing body and at least one of these water-absorbing body has continuous water pipes and the continuous water conduit has openings through which water can enter into the water-absorbing body of the trench component.
  • a seepage device which is constructed in segments, wherein the segments are plastic lattice packings and the individual layers of plastic lattice packs consist of module-assembled lattice elements, the individual layers are secured against relative displacement among themselves by means of corresponding connecting elements.
  • WO 02/14608 A1 a structural component is known, which is also designed in the manner of plastic mesh boxes, wherein the elements are each similarly formed so that they can be plugged with their open sides on each other and thereby form a closed box.
  • the boxes can be attached to each other with dovetail connectors.
  • the object of the invention is to provide a drainage system, which can be produced inexpensively, is modular and which is flexible in terms of its structure.
  • the drainage system according to the invention is formed from components, wherein the components are generally open at the bottom boxes that have a top wall, two side walls and two end walls and, for example, have a square or rectangular base.
  • the bottom wall and the side wall and the end walls are in this case formed with openwork fields, for example in a grid or honeycomb pattern, which are integrally limited by columns of a solid material.
  • Within the space enclosed by the ceiling wall and the floor and the end walls cavity preferably extending over the height of the side or end walls support columns that project from the top wall to the open side.
  • the side walls have three grids, which are bounded by the corner pillars and two side columns, the end walls are formed similar.
  • a base plate element is used, wherein the base plate elements are connectable to one another to form a large base plate to which the downwardly open box-like elements are connected by means of click-latching connections.
  • both the base plate elements and the attached boxes with each adjacent elements or adjacent boxes by means of simple connectors are connected to each other.
  • the embodiment of a component in which at least one central compartment is kept free at the front side differs from an embodiment of the component in which it is enclosed on all sides with compartments in that two components with the areas of the side compartments can be stacked by the free central compartment. In this respect, this can reduce the stack volume.
  • the open Gefach can be closed with an appropriate closure device before laying or after laying, so that even a closed all-round component or a hollow body closed on all sides (after laying) is achieved.
  • additional elements can be provided which in particular have 1/3 of the width of a previously described element, but otherwise are constructed identically.
  • This can be analogous to a stonewall masonry offset in the edge area use third elements in the next stack level are covered by a full element, so that a stability increasing offset comes about.
  • it is possible to leave 1/3 empty space between the individual elements, ie also the third elements, which is then bridged by other elements in the next stack level. As a result, passages are created between the components to rinse, for example, the trench.
  • a drainage system with a very high variability is created, whereby also different components can be combined with each other and so a maximum flexibility can be achieved both in terms of stability and spatial extent, but also what the Pressure resistance in sub-areas concerns.
  • a component 1, 1a (FIG. Fig. 1 ) is a downwardly open grid box 1 with, for example, a square or rectangular base, wherein the component 1a has a top wall 2 and from the top wall 2 at the outer longitudinal edges 2a two opposite side walls 3 and two orthogonal arranged to these end walls 4 are present.
  • the webs 8 are in contrast to the opening pattern, for example, fully formed or formed as a hollow body, wherein for venting or manufacturing reasons, the webs 8 may have at the top of the top wall openings 8a.
  • hollow columns 10, 11 extend downwards.
  • four inner columns 10 and twelve outer columns 11 are formed.
  • the outer columns are part of the side walls 3 and the end walls 4, wherein the side walls 3 and the end walls 4 each have a corner column 11a together and the corner columns 11a of each wall 3, 4 have two side columns 11b between them.
  • insertion openings 12 are formed in the top wall 2, wherein the insertion openings 12 are square or rectangular, for example in cross section and be delimited by the outer longitudinal edge 2a or a narrow web formed by the outer longitudinal edge 2a. In the outer narrow longitudinal edge 2a may be present in the region of the opening 12, a small step.
  • the openings 12 serve to receive connecting elements ( Fig. 6 . Fig. 8 ).
  • the compartments 17 have a height h, which corresponds to the height of the side wall 3 or end wall 4, wherein the height h extends from the outer longitudinal edge 2a of the top wall 2 to the lowermost or outermost side edge 14a of the webs 14.
  • the widths a and b may be the same, so that in three compartments 17, a third of the respective side or end wall 3, 4 takes place through the compartments 17. However, the widths a and b can also differ from each other.
  • the compartments are filled with a honeycomb or grid pattern of webs 19.
  • webs 14 are arranged only from the corner pillars 11a to the next side pillar 11b, so that no middle pocket 17b is formed.
  • the columns 10, 11 protrude beyond the webs 14 with free ends 15, wherein the free ends 15 are formed tapered so that when stacking two components 1 on each other, the tapered ends 15 in the hollow columns 11 of an underlying device 1 in Essentially form-fitting inserted.
  • the columns 10, 11 have in the region of the top wall 2 recesses 20 which are, for example, square or rectangular.
  • the recesses 20 are in this case a small distance from the outer longitudinal edge 2a, the corner columns 11a to depending on an outer side each have a recess 20 and thus two recesses 20 and the side columns 11b in the region of the side wall 3, 4 depending outwardly facing recess 20.
  • the central columns 10 may be formed without recess or optionally one, two, three or have four recesses 20.
  • closure elements 30 are plate-like formed with a base plate 31, wherein the base plate 31 has a width which corresponds approximately to the width b, and has a height which corresponds approximately to the height h or is slightly lower.
  • the openings may be designed so that, starting from a transversely but with respect to the height displaced from the middle tubular member 33 circular elements are arranged, wherein a first circular member 34 is concentrically disposed about the tubular member and tangentially to the nearest side of the frame 32 is present.
  • Two respective larger circular ridges are disposed around the circular ridge 34, with a first circular ridge 35 eccentrically but also tangent to the same location as the circular ridge 34 adjacent the frame and a next larger eccentric circle disposed therearound ( Fig. 7 ). With these circles, which are spaced apart by ribs 37, pipe connections can be realized in order to set up flushing pipes.
  • locking elements 40 On the inner frame 32 spaced apart locking elements 40 are arranged, wherein the locking elements 40 consist of plate-like elements 41 which protrude beyond the frame 32 of the plate 31 away. On the plate-like elements 41 outwardly facing latching hooks 42 are arranged. The distance between the latching hook on the one hand and the inner surface of the plate 31 on the other hand is dimensioned so that this corresponds approximately to the thickness of the side columns 11b.
  • the closure element 30 can be fitted accurately with the frame 32 between two side pillars 11b, whereby it passes behind the pillars 11b when inserted from the outside with the latching hooks 42 and the closure element is accordingly firmly connected to the component 1.
  • compartments 17a, 17b are present, wherein the compartments are filled with a honeycomb pattern, which is formed from webs 19.
  • a further advantageous embodiment of the device 1a is the same in terms of the length of the side walls, but with respect to the width, ie the length of the end walls, but a reduced width, in particular in the periphery of a sogefachs 17a, wherein the Sogefach 17a in this case of two corner pillars 11a is limited.
  • the same parts are provided with the same reference numerals.
  • the end face in this case has a width which corresponds, for example, to a Gefach 17a, but added half the column width of a corner column 11a. This results in otherwise the same dimensions that the end wall 4 has dimensions that corresponds to about one third of the already described components 1a, 1b.
  • base plates 50 are provided in addition to the components.
  • the base plates 50 correspond in their design a top wall 2, but instead of continuing columns only corresponding recesses are also present with the corresponding recesses, so that columns are inserted there.
  • the base plate 50 has a base area corresponding to the base of a ceiling wall 2.
  • a recess 53 is present directly adjacent to an outer edge 50a of the base plate 50, which, for example, in cross section is square or rectangular, and serves to receive connector elements.
  • tubular bodies have approximately in the Axialmitte a connecting web 72 which connects the two tubular body 71 with each other and thereby forms a distance between the two tubular body 71 to each other, which is dimensioned so that the peripheral outer edge of the top wall 2 or the plates 50, 60 therebetween place has, which means that two of the circumferential edges must have space.
  • strip-like projections 73 may be arranged on the tubular bodies 71 such that they extend along the peripheral wall 74, wherein these are formed so that in a round tubular body 71 or for example an octagonal tubular body 71st these protrude into the outwardly facing corner regions of the insertion openings 43, so that the tubular bodies 71 are supported in the insertion openings 53 with at least three surfaces.
  • the tubular bodies 71 of the connectors 70 are formed only halfway, the connecting web forming a kind of base plate.
  • the method according to the invention for constructing a drainage system provides, for example, first of all laying base plates 50 and connectors 70 with a composite base plate which corresponds to the base area of the planned stack of components 1. After this base plate has been completed and possibly already placed on a Geovlies, first components 1 are placed accordingly on the base plate, the free ends 15 of the columns 10, 11 are inserted into the corresponding insertion openings 51, 52 and in the presence of corresponding locking elements 40 and corresponding latching openings 20 latch there and hold the component 1 firmly to the base plate ( Fig. 13 ).
  • the drainage system is formed of the wide building elements 1b, which are closed on all sides, and the narrow building elements 1c, so that an offset can be achieved in the manner of a brickwork.
  • Fig. 16 designed a base plate with plates 50 and 60 and connectors 70, wherein narrow base plates 60 and wide base plates 50 are laid alternately, wherein at one end of the planned base plate instead of an alternating laying two narrow plates 60 follow.
  • a wide component 1b is laid up and latched as already described.
  • narrow components 1 are placed on a wide base plate 50 so that they terminate laterally and a distance of a Gefachumble keep between them.
  • the next narrow components are accordingly offset by 90 ° placed on the underlying components, also with the appropriate distance, so that in any case an offset and thus an increase in stability is accompanied.
  • a wide base plate is placed at the top.
  • the outwardly facing openings of the spacings between the components 1 are subsequently closed with the cover elements 30.
  • the invention thus comprises a drainage system for temporarily storing and discharging water into the ground, wherein base plates 50, 60 are designed to be designed according to a desired base area and components 1a, 1b, 1c are designed as downwardly open grid boxes with locking devices attached to the base plate and are latched, wherein the components 1a, 1b, 1c are laid in rows or at a distance to each other in rows and wherein a next layer of components 1a, 1b, 1c arranged such that the butt joint between components 1a, 1b, 1c of the lower Position and / or distances between the components 1a, 1b, 1c of the underlying layer are covered.
  • the invention is characterized in that the base plate 50, 60 and / or components 1a, 1b, 1c have first connection means and connecting elements 70 are provided with which side by side arranged base plates 50, 60 and / or components 1a, 1b, 1c connected to each other are.
  • the invention relates to a drainage system wherein the components 1a, 1b, 1c are arranged in both horizontal spatial directions within a position at a distance from each other, so that the overlying layer is formed offset in both directions.
  • components (1c) are present to compensate for the offset, which have a width corresponding to the offset.
  • the invention further relates to a drainage system, wherein the cavities formed by arranging the components 1a, 1b, 1c at a distance from each other are covered to the outside with cover elements 30, wherein the cover elements 30 are clamped between two components limiting the cavity 1a, 1b, 1c , plugged in or arranged in any other way.
  • the cover members 30 have a grid portion pierced with recesses.
  • the invention also relates to a method for producing a drainage system, wherein first a base plate of base plate elements 50, 60 is erected and on the base plate Subsequently, components 1a, 1b, 1c are placed, wherein the components 1a, 1b, 1c engage with the base plate and further layers of components 1a, 1b, 1c are placed, wherein the components 1a, 1b, 1c inserted partially into each other during placement and preferably be latched, wherein the components 1a, 1b, 1c are laid on impact and / or with intervals between them and subsequent layers of components 1a, 1b, 1c so laid that the shocks and / or distances between the components 1a, 1b, 1c be covered with components 1a, 1b, 1c of the next layer.
  • the invention also relates to a component for a drainage system, wherein the component 1a, 1b, 1c is produced by the plastic injection molding method, wherein the component 1a, 1b, 1c is a downwardly open grid box with a square or rectangular base, wherein the component 1a, 1b , 1c has a ceiling wall and from the top wall 2 at the outer longitudinal edges 2a there are two opposite side walls 3 and two end walls 4 orthogonal to them, with columns 10, 11 at least from the corners extending from the top wall 2 along the side wall 3 or Extend the end wall 4 down and the columns 10, 11 have at their free ends via plug and / or locking devices, wherein in the region of the top wall 2 on the outside and at the level of the provided columns 10, 11 corresponding Plug and / or locking devices are available.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
EP11188669.3A 2010-09-10 2011-11-10 Système de drainage, son procédé de fabrication et composants associés Withdrawn EP2495373A3 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102010045001A DE102010045001A1 (de) 2010-09-10 2010-09-10 Entwässerungssystem, Verfahren zu seiner Herstellung und Bauelemente hierfür

Publications (2)

Publication Number Publication Date
EP2495373A2 true EP2495373A2 (fr) 2012-09-05
EP2495373A3 EP2495373A3 (fr) 2018-04-25

Family

ID=45622926

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11188669.3A Withdrawn EP2495373A3 (fr) 2010-09-10 2011-11-10 Système de drainage, son procédé de fabrication et composants associés

Country Status (2)

Country Link
EP (1) EP2495373A3 (fr)
DE (2) DE102010045001A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160312427A1 (en) * 2013-12-10 2016-10-27 Hisses Blocks (Pty) Ltd Embankment Support
WO2018162530A3 (fr) * 2017-03-09 2018-11-29 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Unité de rigoles, corps à rigoles et insert
US10442702B2 (en) * 2016-11-10 2019-10-15 Ecovap, Inc. Evaporation panel securing systems
USD864366S1 (en) 2017-09-21 2019-10-22 Ecovap, Inc. Evaporation panel
CN110382796A (zh) * 2017-03-09 2019-10-25 亚科赛福林阿尔曼有限公司 排水沟体和中间板
CN114607028A (zh) * 2022-04-27 2022-06-10 中铁二院工程集团有限责任公司 一种空心排水体、排水盲沟及其构筑方法
US11472717B2 (en) 2017-08-04 2022-10-18 Ecovap, Inc. Evaporation panel systems and methods
US11505475B2 (en) 2017-11-01 2022-11-22 Ecovap, Inc. Evaporation panel assemblies, systems, and methods
WO2025178686A1 (fr) * 2024-01-16 2025-08-28 Aco, Inc. Unité de corps de drainage

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2505503B (en) * 2012-09-03 2017-04-12 Polypipe Ltd Subterranean drainage structure and base unit therefor
FR3013367A1 (fr) * 2013-11-19 2015-05-22 Guy Monteux Systeme modulaire pour la realisation d'un bassin de retention
DE202019105919U1 (de) * 2019-10-24 2021-01-27 Rehau Ag + Co Fluidmanagementsystem
WO2023059710A1 (fr) 2021-10-07 2023-04-13 Advanced Drainage Systems, Inc. Ensemble caisse de gestion d'eau de pluie à colonnes effilées
MX2024007958A (es) 2021-12-30 2024-07-10 Advanced Drainage Syst Caja de aguas pluviales con soportes.

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29823806U1 (de) 1998-05-30 1999-12-23 Hauraton GmbH & Co. KG, 76437 Rastatt Versickerungsvorrichtung
WO2002014608A1 (fr) 2000-08-17 2002-02-21 Site Electrical (Ph) Limited Module de structure
DE10123754A1 (de) 2001-05-16 2002-12-05 Kirchner Fraenk Rohr Rigolenanordnung sowie Rigolenbauteil zu dessen Aufbau
EP1452653B1 (fr) 2003-03-01 2006-06-28 Hauraton Betonwarenfabrik Gmbh & Co. Kg Système d'infiltration d'eau
DE20221567U1 (de) 2001-05-16 2006-08-03 Fränkische Rohrwerke Gebr. Kirchner GmbH + Co. KG Rigoleneinheit
EP1416099B1 (fr) 2002-10-31 2008-09-17 Polypipe Civils Limited Système de drainage d'eau souterraine

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT326532B (de) * 1971-01-08 1975-12-10 Kunkel Willibald Ing Bauelement für bauspielzeuge
EP1932975B1 (fr) * 2006-12-15 2010-04-28 Graf Plastics GmbH Corps d'infiltration en matière plastique

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29823806U1 (de) 1998-05-30 1999-12-23 Hauraton GmbH & Co. KG, 76437 Rastatt Versickerungsvorrichtung
WO2002014608A1 (fr) 2000-08-17 2002-02-21 Site Electrical (Ph) Limited Module de structure
DE10123754A1 (de) 2001-05-16 2002-12-05 Kirchner Fraenk Rohr Rigolenanordnung sowie Rigolenbauteil zu dessen Aufbau
DE20221567U1 (de) 2001-05-16 2006-08-03 Fränkische Rohrwerke Gebr. Kirchner GmbH + Co. KG Rigoleneinheit
EP1416099B1 (fr) 2002-10-31 2008-09-17 Polypipe Civils Limited Système de drainage d'eau souterraine
EP1452653B1 (fr) 2003-03-01 2006-06-28 Hauraton Betonwarenfabrik Gmbh & Co. Kg Système d'infiltration d'eau

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160312427A1 (en) * 2013-12-10 2016-10-27 Hisses Blocks (Pty) Ltd Embankment Support
US10556809B2 (en) 2016-11-10 2020-02-11 Ecovap, Inc. Evaporation panel systems and assemblies
US11274050B2 (en) 2016-11-10 2022-03-15 Ecovap, Inc. Evaporation panels
US10442702B2 (en) * 2016-11-10 2019-10-15 Ecovap, Inc. Evaporation panel securing systems
US10562790B2 (en) 2016-11-10 2020-02-18 Ecovap, Inc. Wastewater evaporative separation systems
US10808391B2 (en) 2017-03-09 2020-10-20 ACO Severin Ahlmann GmbH & Co. Kommanditgesellschaft Trenching unit, trenching body and insert
CN110382795A (zh) * 2017-03-09 2019-10-25 亚科赛福林阿尔曼有限公司 沟槽单元、沟槽体和置入件
CN110382796A (zh) * 2017-03-09 2019-10-25 亚科赛福林阿尔曼有限公司 排水沟体和中间板
WO2018162530A3 (fr) * 2017-03-09 2018-11-29 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Unité de rigoles, corps à rigoles et insert
CN110382796B (zh) * 2017-03-09 2023-06-16 亚科阿尔曼欧洲两合公司 排水沟体和中间板
US11472717B2 (en) 2017-08-04 2022-10-18 Ecovap, Inc. Evaporation panel systems and methods
US11639296B1 (en) 2017-08-04 2023-05-02 Ecovap, Inc. Evaporation panel systems and methods
USD864366S1 (en) 2017-09-21 2019-10-22 Ecovap, Inc. Evaporation panel
US11505475B2 (en) 2017-11-01 2022-11-22 Ecovap, Inc. Evaporation panel assemblies, systems, and methods
CN114607028A (zh) * 2022-04-27 2022-06-10 中铁二院工程集团有限责任公司 一种空心排水体、排水盲沟及其构筑方法
WO2025178686A1 (fr) * 2024-01-16 2025-08-28 Aco, Inc. Unité de corps de drainage

Also Published As

Publication number Publication date
EP2495373A3 (fr) 2018-04-25
DE202011110303U1 (de) 2015-01-12
DE102010045001A1 (de) 2012-03-15

Similar Documents

Publication Publication Date Title
EP2495373A2 (fr) Système de drainage, son procédé de fabrication et composants associés
EP2463449B1 (fr) Corps de structure pour un système de rigole et système de rigole
EP2592194B1 (fr) Unité de rigole et unité de transport formée à partir d'unités de rigole de ce type
EP2470722B1 (fr) Corps à rigoles
DE602005002871T2 (de) Versickerungsblock
EP2325404A1 (fr) Dispositif de stockage des fluids sous-terrain
EP3245346B1 (fr) Plafond en béton
DE69822035T2 (de) Stapelstruktur
WO2016015786A1 (fr) Élément de bloc de drainage, bloc de drainage et unité de transport
EP1932975B1 (fr) Corps d'infiltration en matière plastique
EP1452653B1 (fr) Système d'infiltration d'eau
EP0202552B1 (fr) Elément tridimensionnel fait de panneaux en treillis
EP2379817B1 (fr) Dispositif d'infiltration avec plusieurs boîtes d'infiltration comprenant un logement pour un élément de stabilisation
DE29924050U1 (de) Bewässerungs- und/oder Drainagekasten
DE9216549U1 (de) Gitterplatte
WO2003087478A1 (fr) Jeu de pieces detachees destine a la realisation d'ossatures de grilles de recouvrement
DE102007058785B3 (de) Zusammensteckbare Entwässerungs- und/oder Drainagevorrichtung
EP2492400A1 (fr) Corps d'encastrement
DE20219139U1 (de) Versickerungs- und Rückhalteanlage für Regenwasser
WO2018083346A1 (fr) Dispositif servant à former des cavités praticables ménagées dans le sol à des fins de drainage et/ou de stockage d'eau
DE102016106673B4 (de) Vorrichtung zur Bildung von Hohlräumen im Erdreich zu Entwässerungs- und/oder Wasserspeicherungszwecken
DE19808092A1 (de) Vorrichtung für die Anpflanzung von Bäumen und dgl.
DE19640819A1 (de) Verlegeelementanordnung für befestigte Rasenflächen
DE102007036005A1 (de) Bodenbefestigungsplatte
AT511212B1 (de) Bepflanzbarer gitterkörper

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E03F 1/00 20060101AFI20171212BHEP

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E03F 1/00 20060101AFI20180321BHEP

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20181026