EP1452653A1 - Versickerungssystem - Google Patents
Versickerungssystem Download PDFInfo
- Publication number
- EP1452653A1 EP1452653A1 EP04000928A EP04000928A EP1452653A1 EP 1452653 A1 EP1452653 A1 EP 1452653A1 EP 04000928 A EP04000928 A EP 04000928A EP 04000928 A EP04000928 A EP 04000928A EP 1452653 A1 EP1452653 A1 EP 1452653A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- elements
- infiltration
- infiltration system
- connecting elements
- shell
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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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 an infiltration system for construction a water storage and / or retention device with an infiltration module, the infiltration modules by means of appropriate connecting elements to a layer are connectable and this position by means of the same connecting elements are interconnectable.
- Such a water storage and retention system is from Otto Graf GmbH as a so-called seepage block offered.
- These are box-like infiltration honeycombs, the one below the other horizontally and vertically by means of appropriate connecting elements to one closed water storage can be assembled.
- the individual honeycombs are possibly by means of corresponding channels connected.
- the combs point truss-like stiffened lattice walls and floor slabs, between which due to the numerous openings water taken in can circulate more or less freely. After building the arrangement in the desired height and The entire infiltration system will expand with one water permeable geotextile.
- Water storage and retention systems are becoming targeted and controlled infiltration or accumulation of Rainwater used.
- the corresponding retention devices constructed in modules, for example in Seepage area of a trough or a trough-trench system arranged, for example in connection with larger sealed areas, such as parking lots or roofs of Industrial plants used or even prescribed in some cases are.
- honeycomb elements offer the advantage compared to a significantly improved storage volume conventional gravel packs and drainage pipes.
- connection of infiltration modules to form a closed network is that when using uniform connection elements the laying of the modules essentially only under Adherence to a predetermined uniform laying direction is possible. This means that the modules either from top to bottom to the neighboring one Infiltration module can be applied or in horizontal Direction until they match the respective Locking elements come into engagement. This requires on the one hand that the laying of the infiltration module does not is freely selectable depending on the local situation and the connection of the infiltration modules in generally only in the direction of installation along an imaginary vertical or horizontal line through the network. A cross connection to this connecting line generally does not exist or must also be introduced. The network can therefore for example due to subsequent or neighboring Earthworks shifted along these layers and in themselves be discarded
- the known system also has the disadvantage that the Infiltration modules already as closed blocks are trained so that the storage and transport volume in Essentially the installation volume of the known infiltration modules equivalent.
- the invention has for its object a percolation system to create a space-saving storage and transportation and its connecting elements if necessary, all outer walls of one at the same time Infiltration module with the outer walls of the adjacent Infiltration modules can connect, moreover, on site be assembled and assembled in a comfortable manner should.
- the infiltration module according to the invention at least essentially from two half-shell elements, that are composable, educated, do not have to complete infiltration modules stored and transported be, but only those on site Infiltration modules that can be assembled into half-shell elements.
- the half-shell elements are in a manner known per se designed stackable and thus allow a more compact Storage and a correspondingly compressed transport.
- the half-shell elements are then connected on site by means of corresponding fasteners opposite the prior art are improved so that they not just a connection of the infiltration modules with each other in the horizontal or vertical direction enable, but also the connection of the half-shell elements to the infiltration modules themselves.
- the connecting elements are each with at least provide two differently designed locking elements, so basically two different laying directions get supported. Therefore, they can consist of two Infiltration modules composed of half-shell elements so that they can be put together at the same time four or at least two neighboring ones, each wall elements arranged orthogonally to one another are connected. The one from the infiltration modules The composite formed can thus be laid very flexibly and better braced overall.
- the connecting elements are essentially double-sided open hollow bolt formed.
- the two-sided Openings again support the stackability and the Connection of the half-shell elements to one another.
- the above-mentioned fasteners are on at least two opposite outer walls with each provided a locking element.
- locking elements namely one Hook and an angle element.
- fasteners connected to the half-shell elements either one or the other Locking element for use. Both are connecting elements both a vertical and a horizontal laying direction can be used.
- the half-shell elements as such comprise a base plate with four surrounding wall elements that are half-timbered are stiffened, and thus offer the necessary strength to build a water reservoir that can be driven on.
- At least the corners of the preferably quadrangular shaped half-shell elements as Square hollow profiles for at least sections positive reception of the connecting elements.
- the fasteners in the Square hollow profiles are inserted, one gets or the other locking element is used. That in each case protruding on the outside beyond the half-shell element Locking element is used to connect with the adjacent one Infiltration module used. The inside in each case pointing locking element usually remains inoperative.
- connection can be additionally stiffened that the infiltration modules are not only in the area of Eckpunke but also by means of the length of the Wall elements distributed connecting elements be connected to each other. This is advantageous if more square hollow profiles in the wall elements, in over the length of the wall elements of the distributed arrangement are.
- the infiltration modules are usually closed on site put together in a network. It has proven itself if the connecting elements with the half-shell elements be connected, each of which is a wall element assigned fasteners over the entire length this wall element can be used in the same direction, that this wall element on the outside along the entire length the same projecting locking elements is provided. At least one of the immediately adjacent, orthogonal running wall elements will then be advantageous equipped with the connecting elements in the area of this Wall element because each different locking element protrudes. This can alternate by moving horizontally and vertical insertion of a composite layer from above are created in which all infiltration modules connected to each other simultaneously via all wall elements are.
- the connecting elements themselves have profiled Outer walls that are conical from top to bottom taper so that defined insertion depths of the Fasteners are given in the square hollow sections are.
- two half-shell elements can each on their open sides simply by doing so closed infiltration module are put together, that a half-shell element with its open side on one with connecting elements protruding from the top provided other half-shell element is attached.
- a composite can consist of Half-shell elements also at least in sections like this be constructed so that the half-shells are in the same orientation be put together so that the open sides each from the bottom plate of the one above Half shell is covered. This creates a denser one Composite, as is required when the infiltration module considerable loads - for example, from being run over - is exposed.
- the base plates of the half-shell elements are additional with stiffening ribs projecting towards the open side provided that nested like a grid are. This will further stiffen the Infiltration system reached.
- stiffening ribs formed lattice structure In the area of the crossing points of the stiffening ribs formed lattice structure are either pipe sockets Connection of stiffening pipes and / or already finished molded pipe elements, their height or diameter varied as required, provided.
- the stiffening pipes serve to stiffen the closed infiltration module, especially with vertical force, such as him conceivable when driving over the infiltration modules is.
- additional pipe sockets are provided, depending on the particular Load on site additional pipe elements in the Infiltration module introduced and thus the infiltration system optimally to the respective application adjusted and reinforced if necessary.
- the stiffening pipes can be used for further power transfer Cross bars are added, which in corresponding cross slots inserted at the front of the stiffening tubes become.
- the base plate is provided with a cutting contour of lesser wall thickness. Because the smaller wall thickness is realized in this way is that the base plate in the area of this cutting contour jumps back on the outside relative to the rest of the base plate, is thereby a shoulder edge for cutting out a section, preferably a strip, from the Given base plate. As a result, for example Area of the infiltration module tunnels and channels be provided, such as for inspection of the infiltration module with corresponding remote-controlled surveillance robots are needed.
- the entire infiltration system can be buried in the ground be introduced that it is either waterproof or a water-permeable covering is enclosed.
- the infiltration system for water storage, so used as a cistern in another case is a delayed, at least defined one Infiltration through the above-mentioned casing guaranteed.
- connecting element 10 from a square hollow bolt 11 with a profiled conical outer wall with corresponding outside protruding locking blocks 19, the defined Specify insertion depths for the connecting element 10.
- the hook element 18 is in the correct installation facing a vertical laying direction.
- the corner element 17 is open in the horizontal direction.
- 4 and 5 has one to build one Infiltration module imagined half-shell element 1 each an essentially rectangular cross section with two Long sides 2 and two narrow sides 3.
- One correspondingly rectangular base plate 4 all around Wall elements 5 limited in the direction of one of the Project the base plate 4 facing away from the open side 6.
- the the Base plate 4 surrounding wall elements 5 are in your Provide corner points with square hollow profiles 7, whereby identically constructed square hollow profiles 7 'also half the length of the respective wall elements 5 are arranged.
- the square hollow profiles also open towards the open side 6 7, 7 'serve to accommodate the connecting elements 10, coming from the open side 6 in a form-fitting manner Square hollow profiles 7, 7 'can be inserted.
- the connecting elements 10 have two opposite ones External walls each projecting on the outside Locking element 17, 18 in the corresponding slot openings 8 of the square hollow profiles 10, each for Front of the square hollow section 10 are open, can be inserted.
- the bottom plate 4 is otherwise with a grid-like Structure with additional towards the open side 6 projecting stiffening ribs 12, the Crossing points 13 provided with additional elements could be.
- stiffening tubes 14 or 21 different Injection molded height and / or different diameter or be attached.
- stiffening pipes 14 can also pipe socket 15 in the area of the crossing points 13 may be provided.
- the pipe socket 15 can either as Complementary pieces for the stiffening tubes 21 at Connection of the next half-shell element 1 'to Formation of a closed infiltration module 20 serve or it can 15 on this pipe socket separate additional stiffening tubes 21 placed become.
- crossing points 13 can also other square hollow sections 16 for positive section-wise inclusion of further connecting elements 10 be provided.
- the connecting elements 10 can in the square hollow profiles 7 or 7 'at the corners of the half-shell elements 1 or in Middle area of the walls 5 or in the area of additional square hollow sections 16 with the Half-shell element 1 that the connecting elements 1 protrude towards the open side 6.
- On the half-shell 1 prepared in this way now becomes a complementary half-shell element 1 ', which in its respective open side 6 on the other half-shell element 14 is placed that the connecting elements 10 in the corresponding square hollow profiles 7, 7 'inserted and lock them with a positive fit.
- the infiltration module 20 closed in this way according to FIG. 6 is thus on the top and bottom of a base plate 4 or 4 'limited.
- the hook elements 18 are on the outside or the angle elements 17 for connecting further infiltration modules 20 within the same location. Stand there in the present example in the area of the long side 2 exclusively hook elements 18 and in the area of Narrow side 3 exclusively angle elements 17, wherein it is exactly the other way around within the scope of the invention could behave.
- Execution could also be connecting elements 10 on the part of Base plate 4 or 4 'into the square hollow profiles 7 be inserted. This makes it more compact Laying possible so that each open side 6 one Half-shell element 1 from a base plate 4 'of each half-shell element 1 'arranged above is covered.
- the Infiltration modules 20 optionally offset or not can be installed offset, the same connecting elements 10 through corresponding recesses 24 or 24 ' Base plate 4 or 4 'are pushed through such that a part of the connecting elements 10 in the direction of each survive adjacent location.
- This supernatant of Fasteners 10 can also be used in the corresponding Recesses 24, 24 'of the base plates 4, 4' of each adjacent location to be included.
- the cutting contour 23 can be as Approach of a cutting knife can be used to cut the cut out corresponding strips 22 from the base plate 4.
- Figure 7 shows a half-shell element 1, in which the corresponding strips 22 from the base plate 4 for Formation of a tunnel element was cut out.
- Strips 22 can also be at the corresponding predetermined breaking or Cutouts in the area of the weak points Walls 5, here in the area of the narrow sides 3 of the Walls 5 may be provided. Through the so opened Channels within the infiltration system can be test robots through the infiltration system to check its current level or condition.
- 17 or 18 a relocation of the individual infiltration modules 20 in vertical or horizontal direction.
- the infiltration system constructed in this way in a network therefore consists of in the area of all wall elements 5 connected infiltration modules 20.
- inspection tunnels can be installed in the infiltration module or flow channels through accordingly in the Half-shell elements 1 cutouts to be introduced become. If necessary, by means of further Fasteners or stiffening tubes 14 higher Load classes, for example for the infiltration system under used areas are to be arranged become.
Abstract
Description
- Fig. 1:
- ein Verbindungselement des Versickerungssystems in einer perspektivischen Darstellung,
- Fig. 2:
- das Verbindungselement nach Fig. 1 in einer anderen perspektivischen Darstellung,
- Fig. 3:
- ein Halbschalenelement des Versickerungssystems in einer perspektivischen Darstellung,
- Fig. 4:
- ein Detail des Halbschalenelements nach Fig. 3,
- Fig. 5:
- ein weiteres Detail des Halbschalenelements nach Fig. 3,
- Fig. 6:
- ein aus zwei Halbschalenelementen gemäß Fig. 3 zusammengesetztes Versickerungsmodul in einer perspektivischen Darstellung,
- Fig. 7:
- zwei Lagen eines Versickerungssystems aus mehreren Versickerungsmodulen in einer perspektivischen Darstellung und
- Fig. 8:
- ein anderes Halbschalenelement in einer perspektivischen Darstellung.
- 1,1'
- Halbschalenelement
- 2
- Längsseite
- 3
- Schmalseite
- 4,4'
- Bodenplatte
- 5
- Wandelement
- 6
- Offenseite
- 7
- Vierkanthohlprofil
- 10
- Verbindungselement
- 11
- Vierkanthohlbolzen
- 12
- Versteifungsrippe
- 13
- Kreuzungspunkt
- 14
- Versteifungsrohr
- 15
- Rohrstutzen
- 16
- zusätzliches Vierkanthohlprofil
- 17
- Winkelelement
- 18
- Hakenelement
- 19
- Rastklotz
- 20
- Versickerungsmodul
- 21
- Rohrelement
- 22
- Streifen
- 23
- Schnittkontur
- 24
- Aussparung
- 25
- Quersteg
- 26
- Begrenzungswandung
Claims (21)
- Versickerungssystem zum Aufbau einer Wasserspeicherund/oder Rückhaltevorrichtung aus verbindbaren Versickerungsmodulen (20), wobei die Versickerungsmodule mittels entsprechender Verbindungselemente (10) zu einer Lage verbindbar sind und diese Lagen mittels derselben Verbindungselemente (10) untereinander verbindbar sind,
dadurch gekennzeichnet, dass die Versickerungsmodule (20) aus zwei zumindest im Wesentlichen identisch gefertigten Halbschalenelementen (1) zusammensetzbar sind, wobei auch die Halbschalenelemente (1) als solche mittels derselben Verbindungselemente (10) lösbar zu den Versickerungsmodulen (20) verbind- und zusammensetzbar sind und dieses Verbindungselement (10) mit wenigsten zwei unterschiedlich ausgebildeten Rastelementen (17, 18) versehen ist,
wobei ein Rastelement (17, 18) bei bestimmungsgemäßer Montage eine Verlegung in vertikaler Richtung und das andere Rastelement eine Verlegung in horizontaler Richtung bestimmt und begrenzt. - Versickerungssystem nach Anspruch 1, dadurch gekennzeichnet, dass die Verbindungselemente (10) im Wesentlichen als Hohlbolzen mit beidseitig geöffneten Stirnseiten ausgestaltet sind.
- Versickerungssystem nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass zwei gegenüberliegende Außenwandungen der Verbindungselemente (10) jeweils mit wenigstens einem Rastelement versehen sind.
- Versickerungssystem nach Anspruch 3, dadurch gekennzeichnet, dass das eine Rastelement ein in vertikalen Richtung geöffnetes Hakenelement (18) ist.
- Versickerungssystem nach Anspruch 3 oder 4, dadurch gekennzeichnet dass das andere Rastelement ein in horizontaler Richtung geöffnetes Winkelelement (17) ist.
- Versickerungssystem nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Halbschalenelemente (1) einen im wesentlichen vier-, vorzugsweise rechteckigen, Grundriss mit einer Bodenplatte (4), die ringsum von vier im Wesentlichen lotrecht angeordneten Wandelementen (5) begrenzt ist, aufweisen, wobei die Bodenplatte (4) und die Wandelemente (5) jeweils fachwerkartig versteift sind.
- Versickerungssystem nach Anspruch 6, dadurch gekennzeichnet, dass zumindest die Ecken der Halbschalenelemente (1) als Vierkanthohlprofile (7) zur Aufnahme der Verbindungselemente (10) ausgebildet sind,
wobei die vorspringenden Rastelemente (17, 18) der Verbindungselemente (10) in entsprechende Schlitzöffnungen (8) der Vierkanthohlprofile (7) derart einschiebbar sind, das diese Rastelemente (17, 18) im übrigen über den Grundriss der Halbschalelemente (1) außenseitig überstehen, wobei die Schlitzöffnungen (8) derart gestaltet sind, dass das Verbindungselement (10) wahlweise so einschiebbar ist, dass entweder das Hakenelement (18) oder das Winkelelement (17) außenseitig überstehen. - Versickerungssystem nach Anspruch 7, dadurch gekennzeichnet, dass in die Wandelemente (5) zusätzliche Vierkanthohlprofile (7) zur Aufnahme weiterer Verbindungslemente (10) eingelassen sind.
- Versickerungssystem nach Anspruch 8 oder 7, dadurch gekennzeichnet, dass alle über die Vierkanthohlprofile (7) mit einem Wandelement (5) verbundenen Verbindungselemente (10) mit derselben Ausrichtung in die Vierkanthohlprofile (7) eingeschoben sind und die dem jeweils orthogonal angrenzenden Wandelement (5) zugeordneten weiteren Verbindungselemente (10) untereinander ebenfalls gleichsinnig, aber gegenüber den Verbindungselementen (10) der jeweils angrenzenden anderen Wandelemente (5) um 180 Grad verdreht, eingesetzt sind.
- Versickerungssystem nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Verbindungselemente (10) eine profilierte Außenwandung aufweisen, die mit entsprechenden Ausnehmungen der Vierkanthohlprofile in einer vorbestimmten Einschubtiefe der Verbindungselemente (10) in den Vierkanthohlprofilen (7) verrastbar sind.
- Versickerungssystem nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Vierkanthohlprofile (7) an beiden Stirnseiten geöffnet sind und somit beidseits zur formschlüssigen Aufnahme je eines Abschnitts der Verbindungselemente (10) geeignet sind.
- Versickerungssystem nach Anspruch 11, dadurch gekennzeichnet, dass die Halbschalenelemente (1, 1') derart zu geschlossenen Versickerungsmodulen (20) zusammengesetzt sind, das je zwei Halbschalenelemente (1) mit einander zugewandten Offenseiten über die in die Vierkanthohlprofile (7) teilweise eingeschobenen Verbindungselemente (10) verbunden sind.
- Versickerungssystem nach Anspruch 11, dadurch gekennzeichnet, dass die Halbschalenelemente (1) derart zu geschlossenen Versickerungsmodulen (20) zusammengesetzt sind, das je zwei Halbschalenelemente (1) über die an den Ecken dieser Halbschalenelemente (1) eingelassenen Vierkanthohlprofile (7) teilweise eingeschobenen Verbindungselemente (10) derart verbunden sind, dass die Offenseite des einen Halbschalenelements (1) jeweils durch die Bodenplatte (4') des jeweils darüber angeordneten Halbschalenelements (1') abgedeckt ist.
- Versickerungssystem nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Halbschalenelemente (1) zumindest im Bereich der Bodenplatte (4) mit innenseitig vorspringenden Versteifungsrippen (12) versehen sind, die in einer Gitterstruktur angeordnet sind, deren Kreuzungspunkte (13) als Rohrstutzen (15) zur Aufnahme von Versteifungsrohren (21) und/oder mit fest angespritzten Rohrelementen (14), von jeweils bedarfsweise unterschiedlicher Höhe und/oder Durchmesser versehen sind.
- Versickerungssystem nach Anspruch 14, dadurch gekennzeichnet, dass die Versteifungsrohre und/oder Rohrelemente (14, 21) mit stirnseitigen Schlitzen, vorzugsweise in einer den Querschnitt der Rohre durchdringenden Kreuzschlitzanordnung, versehen sind, wobei in diese Schlitze zusätzliche Querstege (25) zum weiteren Lastabtrag einsteckbar sind
- Versickerungssystem nach einem der Ansprüche 11 bis 13, dadurch gekennzeichnet, dass zumindest einige der Kreuzungspunkte (13) der Versteifungsrippen (12) mit einem zusätzlichen Vierkantprofil (16) zur formschlüssigen Aufnahme der Verbindungselemente (10) versehen sind.
- Versickerungssystem nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Bodenplatte (4) vorzugsweise im mittleren Bereich eine Schnittkontur (23) geringerer Materialstärke derart aufweist, dass diese Kontur gegenüber der übrigen Bodenplatte (4) außenseitig zurückspringt, wobei diese Schnittkontur (23) vorzugsweise einen definierten Ausschnitt, insbesondere einen Streifen (22) der Bodenplatte (4) begrenzt.
- Versickerungssystem nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Bodenplatte (4) mit Aussparungen (24) versehen ist, um jeweils durch diese Aussparungen (24) ein Verbindungselement (10) derart durchzuschieben, so dass die Bodenplatte (4) mit einer angrenzend verlaufenden Bodenplatte (4) der nächst höheren oder tieferen Lage oder mit einem zusätzlichen Vierkantprofil (16) formschlüssig verklemmbar sind.
- Versickerungssystem nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass auch die Wandelemente (5) mit Sollbruchstellen und/oder -linien und/oder Sollschwachstellen und/oder -linien versehen sind.
- Versickerungssystem nach einer der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Versickerungssystem mit einer zumindest abschnittsweise wasserdurchlässigen Umhüllung, vorzugsweise aus Filtertextilien versehen ist.
- Versickerungssystem nach einer der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Versickerungssystem mit einer wasserundurchlässigen Umhüllung, vorzugsweise einem Kunststoffmantel, vorzugsweise aus Filtertextilien versehen ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE20303343U | 2003-03-01 | ||
DE20303343U DE20303343U1 (de) | 2003-03-01 | 2003-03-01 | Versickerungssystem |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1452653A1 true EP1452653A1 (de) | 2004-09-01 |
EP1452653B1 EP1452653B1 (de) | 2006-06-28 |
EP1452653B8 EP1452653B8 (de) | 2006-08-30 |
Family
ID=7980481
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04000928A Expired - Lifetime EP1452653B8 (de) | 2003-03-01 | 2004-01-17 | Versickerungssystem |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1452653B8 (de) |
AT (1) | ATE331852T1 (de) |
DE (2) | DE20303343U1 (de) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102009004914A1 (de) * | 2009-01-16 | 2010-07-22 | Rehau Ag + Co. | Versickerbox für ein Rigolensystem |
DE102009004915A1 (de) * | 2009-01-16 | 2010-07-22 | Rehau Ag + Co. | Rigolensystem mit wenigstens einer Versickerbox |
CN101115888B (zh) * | 2005-02-04 | 2010-09-29 | 库贝科体系有限公司 | 地下雨水系统 |
EP2325404A1 (de) * | 2009-11-12 | 2011-05-25 | Hewitech GmbH & Co. KG | Vorrichtung zur unterirdischen Speicherung von Flüssigkeiten |
DE102012105057A1 (de) | 2011-09-16 | 2013-03-21 | Voda Cz S.R.O. | Entwässerungsvorrichtung |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10348024A1 (de) * | 2003-10-15 | 2005-05-19 | Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Rigolenanordnung mit Rigole und Schacht |
DE20321648U1 (de) * | 2003-10-17 | 2008-11-13 | Funke Kunststoffe Gmbh | Drainage-Tank mit Spülrohr |
DE102005006202A1 (de) * | 2005-02-11 | 2006-08-24 | Rehau Ag + Co. | Versickerungsvorrichtung |
DE202005010090U1 (de) | 2005-06-24 | 2005-09-22 | Hauraton Betonwarenfabrik Gmbh & Co Kg | Rigolenelement |
FR2929630B1 (fr) | 2008-04-02 | 2011-11-25 | Aliaxis Participations | Bac de retention d'eau permettant de constituer par assemblage de bacs un dispositif de retention d'eau enfoui dans le sol |
DE102009044412A1 (de) | 2009-10-05 | 2011-04-07 | Aco Severin Ahlmann Gmbh & Co. Kg | Rigolenkörper |
DE102010028607A1 (de) * | 2010-05-05 | 2011-11-10 | Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Raumsparende Anordnung von Rigolenkomponenten und diese ermöglichende Rigolenkomponente |
DE102010045001A1 (de) | 2010-09-10 | 2012-03-15 | Auer Packaging Gmbh | Entwässerungssystem, Verfahren zu seiner Herstellung und Bauelemente hierfür |
DE102012100560A1 (de) | 2012-01-24 | 2013-07-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Rigolenkörper-Verbindungselement |
WO2018083346A1 (de) * | 2016-11-07 | 2018-05-11 | Hewitech Gmbh & Co. Kg | Vorrichtung zur bildung von befahrbaren, zu entwässerunas- und/oder wasserspeicherzwecken ins erdreich eingebrachten hohlräumen |
Citations (2)
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---|---|---|---|---|
EP0943737A1 (de) * | 1998-03-18 | 1999-09-22 | Wavin B.V. | Kasten zur Irrigation und Drainage |
WO2001029332A1 (fr) * | 1999-10-21 | 2001-04-26 | Eco-Plan 21 Co., Ltd. | Bloc de retention d'eau et element de raccordement pour bloc de retention d'eau et structure pour infiltration/retention des eaux de pluie |
-
2003
- 2003-03-01 DE DE20303343U patent/DE20303343U1/de not_active Expired - Lifetime
-
2004
- 2004-01-17 AT AT04000928T patent/ATE331852T1/de not_active IP Right Cessation
- 2004-01-17 DE DE502004000854T patent/DE502004000854D1/de not_active Expired - Lifetime
- 2004-01-17 EP EP04000928A patent/EP1452653B8/de not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0943737A1 (de) * | 1998-03-18 | 1999-09-22 | Wavin B.V. | Kasten zur Irrigation und Drainage |
WO2001029332A1 (fr) * | 1999-10-21 | 2001-04-26 | Eco-Plan 21 Co., Ltd. | Bloc de retention d'eau et element de raccordement pour bloc de retention d'eau et structure pour infiltration/retention des eaux de pluie |
US6626609B1 (en) * | 1999-10-21 | 2003-09-30 | Eco-Plan 21 Co., Ltd. | Water storing block and connecting member for water storing block and rain water storing/infiltrating structure |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN101115888B (zh) * | 2005-02-04 | 2010-09-29 | 库贝科体系有限公司 | 地下雨水系统 |
DE102009004914A1 (de) * | 2009-01-16 | 2010-07-22 | Rehau Ag + Co. | Versickerbox für ein Rigolensystem |
DE102009004915A1 (de) * | 2009-01-16 | 2010-07-22 | Rehau Ag + Co. | Rigolensystem mit wenigstens einer Versickerbox |
EP2325404A1 (de) * | 2009-11-12 | 2011-05-25 | Hewitech GmbH & Co. KG | Vorrichtung zur unterirdischen Speicherung von Flüssigkeiten |
US8753037B2 (en) | 2009-11-12 | 2014-06-17 | Hewitech Gmbh & Co. Kg | Device for a device for the treatment, cooling or storage of a fluid such as a gas or a liquid |
DE102012105057A1 (de) | 2011-09-16 | 2013-03-21 | Voda Cz S.R.O. | Entwässerungsvorrichtung |
Also Published As
Publication number | Publication date |
---|---|
EP1452653B1 (de) | 2006-06-28 |
EP1452653B8 (de) | 2006-08-30 |
DE20303343U1 (de) | 2003-06-12 |
DE502004000854D1 (de) | 2006-08-10 |
ATE331852T1 (de) | 2006-07-15 |
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