EP1757742A2 - Chambre d'infiltration avec canal de contrôle - Google Patents

Chambre d'infiltration avec canal de contrôle Download PDF

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Publication number
EP1757742A2
EP1757742A2 EP06013101A EP06013101A EP1757742A2 EP 1757742 A2 EP1757742 A2 EP 1757742A2 EP 06013101 A EP06013101 A EP 06013101A EP 06013101 A EP06013101 A EP 06013101A EP 1757742 A2 EP1757742 A2 EP 1757742A2
Authority
EP
European Patent Office
Prior art keywords
trench
tunnel
channel
trench element
elements
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
Application number
EP06013101A
Other languages
German (de)
English (en)
Other versions
EP1757742B1 (fr
EP1757742A3 (fr
Inventor
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.)
Hauraton GmbH and Co KG
Original Assignee
Hauraton GmbH and Co KG
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 Hauraton GmbH and Co KG filed Critical Hauraton GmbH and Co KG
Publication of EP1757742A2 publication Critical patent/EP1757742A2/fr
Publication of EP1757742A3 publication Critical patent/EP1757742A3/fr
Application granted granted Critical
Publication of EP1757742B1 publication Critical patent/EP1757742B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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 a trench element for infiltration of surface water with at least one of liquid-permeable side walls of the trench limited hollow chamber for temporarily receiving the infiltrated surface water, said hollow chamber is stiffened with at intended mounting at least substantially vertically arranged column elements and this trench element has a continuous inspection channel, said the column elements are so spaced and arranged in series, that between the rows of columns or the inspection channels as needed at different locations of the trench element are providable, and this in each case at the end of the inspection channel to be opened to each one of the opposite side walls of the trench element ever a tunnel opening for the Inspection channel can be introduced, wherein the inspection channel connects the tunnel openings in a straight line.
  • Such a trench element is from the DE 203 03 343 U1 previously known.
  • a trench unit which is formed substantially as a hollow body, comprising a base wall, a plurality of connecting walls which project from the base wall, wherein at least a part of these walls each permeable to liquid and through the walls at least one liquid receiving volume for receiving seepage surface water is determined.
  • Such trench units become larger for the purpose of controlled disposal of surface water in the area sealed areas, so used in the area of parking lots, roads and the like.
  • the problem arises that in heavy rain, such as a downpour, on the one hand for rapid drainage of the surfaces mentioned for reasons of road safety must be taken while the sewers used in these areas is either overwhelmed by the surge water masses or the Sewerage must be considerably oversized at great expense.
  • the seepage speed of the soil is usually not sufficient for the required rapid drainage in the road area.
  • trench units are introduced into the affected soil, which are essentially a buffer for spontaneously accumulating surface water and are connected only in the sense of an overflow with the sewer.
  • the rainwater temporarily taken up in the trench units is then released gradually from the trench unit, for example by a fluid-open geotextile surrounding the trench unit.
  • the already mentioned EP 1 260 640 A1 proposes, starting from this prior art, to provide the trench unit with an inspection channel, this inspection channel first serves the diagnosis by, for example, a camera carriage can be guided in the inspection channel, the results of this tracking camera to provide information about the current degree of contamination of the trench , By regular camera shots immediately after installation of the trench unit then the usual maintenance intervals can be set, which then be carried out in the other only at longer intervals.
  • the inspection channel not only serves to diagnose but also to clean the trench units.
  • a cleaning device so for example a rinsing or the aforementioned cleaning lance are introduced through the inspection channel in the trench unit.
  • a rigging unit composed of a plurality of trench elements is connected to a continuous inspection channel, so that the camera dolly, as well as the rinsing vehicle, quasi from one trench element to the next Rigole element can drive and so gradually clean the trench unit as a whole.
  • the trench unit usually has to be stiffened like a truss and, moreover, within the trench element enclosed by the side walls, further truss structures, column elements and struts are required in order to ensure a sufficient rigidity of the trench unit as a whole.
  • the rigging has to be able to withstand considerable surface loads. For this reason is also from the EP 1 260 640 A1 previously known trench unit provided on both sides of the inspection channel with appropriate stiffeners. Specifically, the inspection channel is bounded on both sides by corresponding truss-like grid elements.
  • the side view of the camera when passing through the inspection channel within the trench unit, for example, to control the outer wall surfaces of the trench unit for damage is also more or less severely limited depending on the respective degree of contamination of the trench.
  • the flushing process there is essentially no real discharge of the pollution from the trench, but a large part of the pollution is swirled up by the flushing process essentially only within the trench unit, so that only a short-term improvement of the functionality of the trench occurs until after a natural sedimentation process of especially infiltration effective, Rigolenteil is added again accordingly.
  • a true controlled discharge of pollution is at the Solution according to the subject matter of EP 1 260 640 A1 not possible.
  • the present invention seeks to provide a trench element that significantly improves the inspection options for such trench elements both in terms of diagnosis, as well as the rinsing ability.
  • the problem underlying the invention is achieved by a trench element according to the main claim.
  • Advantageous embodiments will become apparent according to the dependent claims 2 to 14.
  • the known trench element is improved in that the pillar element for stiffening the trench are spaced apart from each other and arranged in series so that not only one, but optionally also a plurality of inspection channels can be provided within each trench element. For this purpose, it is possible to open corresponding tunnel openings on the side walls as intended and thus to open one or more inspection channels within the trench element at the desired location.
  • one or more inspection channels can therefore be released within a single trench element as a function of the respective degree of contamination.
  • inspection channels which are not arranged in the middle of the trench element can be opened and thus z. 3. a better view of the obvious outer wall, for example one of several Releasing trench elements to assembled larger trench unit.
  • the column elements and the truss-like stiffening of the trench elements are designed so that the required load capacity of the trench element is maintained regardless of the number of opened side elements at any time.
  • the trench elements are essentially constructed from a rectangular cross-section, wherein the inspection channels pass through the trench element in the transverse direction. The shorter compared to a longitudinal channel length of the inspection channel has been proven in practice.
  • the trench elements are essentially composed of two similarly constructed half-shell elements. This has the advantage that the Halbsehalenmaschine are stackable and thus offers considerable advantages in the storage and transport of not yet assembled Rigolenticianen.
  • a further significant advantage over the prior art results from the design of the inspection channel such that not only frontally corresponding tunnel openings are provided. Rather, in addition to the truss-like stiffened bottom plate of the trench element a closed flat tunnel sole can be placed and thus a closed sole for the inspection channel be created.
  • the closed plane tunnel sole considerably facilitates any possible passage through the camera, since the camera movement on a closed ground is quieter and easier to implement than on a grid floor of the trench which is otherwise usual.
  • the closed tunnel channel can also be placed on the trussed base plate for complete formation of the inspection channel.
  • the arrangement of a channel element in this area is particularly suitable for providing the above-described improved soil discharge from the trench unit.
  • the height of the channel wall is designed as a function of the degree of contamination of the surface water and / or the planned cleaning intervals.
  • the height of the tunnel channel elements can also gradually decrease over advantage over the length of the inspection channel in the direction of flow of the introduced surface water. This is because naturally the sedimentation of the introduced surface water at the beginning of the inspection channel is stronger than at the end. Towards the end of the channel, most of the contaminants introduced have usually already settled.
  • a more efficient tunnel channel can be used than in less polluted areas.
  • the channel offers the advantage that the fine soil of the recorded surface water settles in the trough sole and there, similar to a sedimentation, until the next flushing process remains. The dirt remains trapped in the channel even when the cave element is completely flooded, like in a sump and can be removed during the next cleaning process.
  • the trench element in the flow direction of the rinsing liquid is preceded by a cleaning shaft into which the dirt can flow during cleaning and are then disposed of at this point via Schmutxpumpen.
  • the gutter elements for a camera camera are also trained.
  • a corresponding dimensioning of the gutter elements or serve by means of appropriate paragraphs in the gutter element a driveway for the camera, in particular a robot camera, be opened.
  • trench units are composed of a plurality of trench elements, and it has proven to be advantageous if the sole elements or channel elements provided for forming the inspection channels in the context of the invention can also be connected to one another by a tongue and groove connection. As a result, a closed inspection channel can also be formed within the framework of the connection, which can be upgraded for a continuous flushing or tracking movement.
  • such trench elements are made of plastic, preferably made of recycled plastic, wherein the tunnel sole elements or tunnel channel elements can also be made of plastic or recycled plastic or metal.
  • the fiction, contemporary trench elements can be summarized into a larger rig unit and then wrapped in total by a geotextile for controlled infiltration of recorded in the trench unit surface water.
  • the tunnel openings are opened only as needed within the scope of the invention.
  • This has the advantage that the respective downstream outer tunnel opening of each inspection channel of a trench element or a whole trench unit can remain closed. In the prior art, this is often cumbersome separate fasteners used in the assembly of the trench. Therefore, the downstream channel opening should ideally be closed off in a water-permeable manner in order to prevent the environmental soil richness of the mounted trench in this area from being forced into the trench due to the ambient pressure together with the enclosing geotextile.
  • the trench element 1 shown in FIG. 1 consists essentially of two half-shells, specifically of an upper and a lower half-shell 3 and 4.
  • the half-shells 3 and 4 are of a similar construction and consist essentially of one Truss-like stiffened base plate, which are to be regarded as a base plate 5 or as a cover plate 6 of the trench element 1 depending on the arrangement in the trench element 1.
  • the floor or ceiling plate 5 and 6 respectively are each bounded by side walls, in which due to the rectangular cross-section between the longitudinal walls 7 and the transverse walls 8 can be distinguished.
  • recesses can be introduced to form a tunnel opening as needed, for which purpose in the respective opposite longitudinal walls 7 such korrespondierenäe tunnel openings 10, 10 'are introduced, that between the tunnel openings 10, 10' a the trench element 1 completely penetrating inspection channel 11th is opened.
  • the introduction of the tunnel openings 10, 10 ' can be supported by corresponding sectional contours on the longitudinal walls 7
  • the inspection channel 11 is on the underside of a placed on the truss-like stiffened bottom plate 5 tunnel sole 12 in seeping direction thus down, completed.
  • the trench elements 1 are in this case not further interesting manner by means of suitable fasteners locked together or connected.
  • a larger rigging unit can be built to accommodate larger amounts of seepage to surface water.
  • the trench units 1 assembled from the trench elements 1 in the required size depending on the particular application are introduced into the ground in conjunction with a geotextile, not shown here, in such a way that they are subsequently completely hammered in by the geotextile and are gradual automatic infiltration takes place by this liquid-open geotextile.
  • the inspection channel 11 is probably used to diagnose the degree of contamination of the respective trench element, 2, 2 'as well as its flushing.
  • FIG. 2 again shows the trench element 1 shown in FIG. 1 in a perspective illustration, but now after taking away the upper half-shell 3.
  • FIG. 2 makes it clear that the inspection channel 11 could, if required, have been provided at another location within the trench unit 1. In essence, this is made possible by the fact that the pillar elements 13 serving to stiffen the rigging are so spaced and arranged in series that, as required, inspection channels 11 can be simply opened between the rows formed by the pillar elements 13 by providing a corresponding recess for opening the tunnel opening is introduced into the respective longitudinal wall 7 of the trench element 1.
  • a closed flat tunnel sole 12 is placed on the truss-like stiffening of the bottom plate 5 for further formation of the inspection channel 11. Due to the closed plane tunnel sole 12 is despite the To increase the stability provided truss-like stiffening of the bottom plate 5 an unproblematic camera movement or Spülwagenfahrt through the inspection channel 11 possible.
  • the inspection channels 11 can also be provided, if necessary, at respectively different locations of the trench element 1.
  • inspection channels 11 are arranged in a larger trench unit, in particular on the outer areas, in order to be able to detect any damage to the geotextile or the outer wall of the trench unit as part of a camera movement carried out at regular intervals through the inspection channel.
  • a channel element 14, 14 'can also be placed on the base plate 5 on the base plate stiffened like a truss.
  • this groove-and-tongue connection 15 can also be used to realize an underside closed inspection channel 11 via a plurality of adjacent trench elements 1 arranged in one layer.
  • the channel elements 14, 14 ' for further stiffening with an outer side ribbing 16 and to facilitate the positionally correct positioning in the trench element 1 partly with the adjacent grid structures and the lower half-shell 4 by means of corresponding clip elements 17 latched.
  • the tunnel channel or sole may also be screwed or glued or otherwise releasably or permanently attached.
  • the attachment represents a buoyancy protection for said elements in the operation of the trench.
  • a larger trench unit with a continuous inspection channel 11, with a continuously closed tunnel channel and with a plurality of channel elements 14, 14 ' is shown in FIG.
  • a trench element which has a better usable inspection channel, which, moreover, if necessary, can be positioned in each trench element and thus also within a larger trench unit.

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)
  • Lining And Supports For Tunnels (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Sewage (AREA)
  • Examining Or Testing Airtightness (AREA)
EP06013101A 2005-06-24 2006-06-26 Chambre d'infiltration avec canal de contrôle Not-in-force EP1757742B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202005010090U DE202005010090U1 (de) 2005-06-24 2005-06-24 Rigolenelement

Publications (3)

Publication Number Publication Date
EP1757742A2 true EP1757742A2 (fr) 2007-02-28
EP1757742A3 EP1757742A3 (fr) 2009-10-28
EP1757742B1 EP1757742B1 (fr) 2012-01-25

Family

ID=35062694

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06013101A Not-in-force EP1757742B1 (fr) 2005-06-24 2006-06-26 Chambre d'infiltration avec canal de contrôle

Country Status (3)

Country Link
EP (1) EP1757742B1 (fr)
AT (1) ATE542959T1 (fr)
DE (1) DE202005010090U1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8292117B2 (en) 2008-04-02 2012-10-23 Aliaxis Participations Stackable water holding tank
WO2013178226A1 (fr) * 2012-05-29 2013-12-05 Ikadan Plast A/S Application d'éléments d'emballage pour fabriquer des produits et procédé
JP2014080857A (ja) * 2012-09-28 2014-05-08 Sekisui Chem Co Ltd 集砂受枠の取付部材および雨水貯留浸透設備
DE202013101338U1 (de) * 2013-03-27 2014-07-04 Rehau Ag + Co Rigolensystem
DE102017122055A1 (de) * 2017-09-22 2019-03-28 ENREGIS GmbH Versickerungssystem

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7806627B2 (en) 2003-03-20 2010-10-05 Ditullio Robert J Storm water retention chambers with arch-shaped row connector
ATE428830T1 (de) * 2006-02-21 2009-05-15 Hegler Ralph Peter Dr Ing Sickerblock
DE202007016846U1 (de) * 2007-11-30 2008-03-13 Heitker, Michael Rigole zur Speicherung und/oder Versickerung/Rückhaltung von Oberflächenwasser
DE102009004914A1 (de) * 2009-01-16 2010-07-22 Rehau Ag + Co. Versickerbox für ein Rigolensystem
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
DE202010016295U1 (de) * 2010-12-07 2012-03-12 Rehau Ag + Co Strukturkörper für ein Rigolensystem und Rigolensystem
GB2505503B (en) * 2012-09-03 2017-04-12 Polypipe Ltd Subterranean drainage structure and base unit therefor
NL2016991B1 (en) * 2016-06-17 2018-01-16 Pipelife Nederland Bv Box for water storage having lamellar panels
DE202018105335U1 (de) * 2018-09-18 2019-09-19 Philipp Heitker Rigolenkörper zur Herstellung unterirdischer Regenwasser-Speicherrigolen

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1260640A1 (fr) 2001-05-16 2002-11-27 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Unité d'infiltration
DE20303343U1 (de) 2003-03-01 2003-06-12 Hauraton Betonwaren Versickerungssystem

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1260640A1 (fr) 2001-05-16 2002-11-27 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Unité d'infiltration
DE20303343U1 (de) 2003-03-01 2003-06-12 Hauraton Betonwaren Versickerungssystem

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8292117B2 (en) 2008-04-02 2012-10-23 Aliaxis Participations Stackable water holding tank
WO2013178226A1 (fr) * 2012-05-29 2013-12-05 Ikadan Plast A/S Application d'éléments d'emballage pour fabriquer des produits et procédé
JP2014080857A (ja) * 2012-09-28 2014-05-08 Sekisui Chem Co Ltd 集砂受枠の取付部材および雨水貯留浸透設備
DE202013101338U1 (de) * 2013-03-27 2014-07-04 Rehau Ag + Co Rigolensystem
DE102017122055A1 (de) * 2017-09-22 2019-03-28 ENREGIS GmbH Versickerungssystem

Also Published As

Publication number Publication date
DE202005010090U1 (de) 2005-09-22
EP1757742B1 (fr) 2012-01-25
ATE542959T1 (de) 2012-02-15
EP1757742A3 (fr) 2009-10-28

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