EP1260640A1 - Unité d'infiltration - Google Patents

Unité d'infiltration Download PDF

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Publication number
EP1260640A1
EP1260640A1 EP02010482A EP02010482A EP1260640A1 EP 1260640 A1 EP1260640 A1 EP 1260640A1 EP 02010482 A EP02010482 A EP 02010482A EP 02010482 A EP02010482 A EP 02010482A EP 1260640 A1 EP1260640 A1 EP 1260640A1
Authority
EP
European Patent Office
Prior art keywords
trench
unit according
drainage
wall
trench unit
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
EP02010482A
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German (de)
English (en)
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EP1260640B1 (fr
EP1260640B2 (fr
Inventor
Horst Dörr
Jens Kriese
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.)
FRAENKISCHE ROHRWERKE
Fraenkische Rohrwerke Gebr Kirchner GmbH and Co KG
Original Assignee
FRAENKISCHE ROHRWERKE
Fraenkische Rohrwerke Gebr Kirchner GmbH and Co KG
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Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7684951&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1260640(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by FRAENKISCHE ROHRWERKE, Fraenkische Rohrwerke Gebr Kirchner GmbH and Co KG filed Critical FRAENKISCHE ROHRWERKE
Priority to DE20221567U priority Critical patent/DE20221567U1/de
Priority to EP06003643.1A priority patent/EP1666668A3/fr
Publication of EP1260640A1 publication Critical patent/EP1260640A1/fr
Publication of EP1260640B1 publication Critical patent/EP1260640B1/fr
Application granted granted Critical
Publication of EP1260640B2 publication Critical patent/EP1260640B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B11/00—Drainage of soil, e.g. for agricultural purposes
    • E02B11/005—Drainage conduits
    • 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 unit, which essentially as Hollow body is formed and a base wall and a plurality of Comprises connecting walls which protrude from the base wall, at least some of these walls permeable to liquid is formed, and wherein these walls at least one liquid absorption volume limit.
  • a drainage arrangement was described in EP-A-0 934 737 proposed that from a plurality of generic trench units is composed.
  • This trench arrangement forms an underground one Water basin that is connected to at least one gully on the inlet side, so that you can catch the rainwater caught on the sealed surface through the at least one gully and one if necessary subsequent feed system can be supplied.
  • the floor area of the Trench arrangement is designed to be liquid-permeable, so that the the rainwater they feed into the soil underneath can.
  • the trench arrangement with the sewage system be connected to when the amount of rainwater accumulates Absorbing capacity of the soil and the trench arrangement exceeds to prevent a backflow to the surface.
  • a disadvantage of the known trench arrangement is the fact shows that the rainwater that is introduced into it carries all kinds of garbage, especially dirt, dust, earth particles and leaves, carelessly thrown away Waste such as cigarette butts and the like.
  • the presence of sieve baskets in the gullies as well Providing sink pits in the delivery system cannot prevent that a considerable part of this rubbish gets into the drainage arrangement and it pollutes, especially the seepage openings at the bottom of the Trench arrangement clogged. Since in the known trench arrangement there is no cleaning option, the well-known Trench arrangement gradually inoperable.
  • the Juncus-Duobox infiltration system is the REWATEC referenced. This is perforated from a package Plastic corrugated iron formed about halfway up one perforated plastic tube is interspersed. This infiltration system points out due to the training as a corrugated iron package with regard to that Walking or driving on a high stability. However, by this training the even distribution of the water supplied hindered over the entire seepage active floor area. At least it can do not distribute the supplied rainwater so quickly in the drain box, as is required in a downpour. In addition, the Perforations in the drainage pipe and the corrugated sheets increase relatively quickly, if no suitable filter is installed upstream of the infiltration system.
  • a cleaning lance can in principle be placed in the drain pipe be introduced. However, this can be done with this cleaning lance water expelled at most the perforations of the drainage pipe clean. A cleaning of the entire drain box, but especially the infiltration floor area is due to the Corrugated iron design is never to be thought of.
  • a drainage unit at the beginning mentioned type which also has at least one inspection channel which is essentially parallel to the base wall runs, extends over a large part of the height of the drainage unit, and is open at both of its longitudinal ends.
  • the term "inspection” includes both the examination and the cleaning of the Drainage trench.
  • an examination device for example a Camera dolly, and / or a cleaning device, for example a water high pressure lance or a flushing car into which Trench unit are introduced.
  • This puts on both longitudinal ends open training of the inspection channel ensures that when compiling a plurality of such trench units to form a trench arrangement Cleaning device move from trench unit to trench unit in order to clean the entire drainage system.
  • the inspection channel extends over a large part of the height of the Drainage trench.
  • the inspection channel can preferably be located in the Extend essentially the entire height of the drainage unit.
  • the inspection channel laterally by at least two connecting walls is limited, it can thereby be ensured that the inspection device specifically along a predetermined path in the Trench arrangement moves.
  • the two connecting walls relatively low volume, so the fluid intake volume the drainage unit according to the invention essentially that corresponds to a single-chamber drainage unit.
  • a base area of the inspection channel be a Envelope is arranged adjacent to the base wall.
  • the base area can ensure the stability of the drainage unit of the inspection channel from the envelope a predetermined distance have within which, for example, stabilizing or stiffening ribs can be provided.
  • the base area of a section of the stepped base wall is formed his.
  • At least part of the base surface of the inspection channel essentially is fully formed, i.e. at most from a small proportion of the Total area of this base area, preferably slit-shaped, openings are pierced.
  • the preferably slot-shaped openings ensure that that in the Trench unit also stores water through the base area of the Inspection channel can seep away. If the longitudinal direction of these slots essentially orthogonal to the longitudinal extent of the inspection channel runs, you can add traction from the wheel-supported inspection device support its movement along the inspection channel.
  • the inspection channel can preferably be approximately in the middle of the transverse extent the drainage unit can be arranged.
  • At least one of the free ends of the inspection channel for connection be formed with a pipeline or with a pipeline adapter.
  • the pipeline to be connected to the inspection channel can also be used just a short piece of pipe to connect the drainage unit to an in Soil vertical shaft.
  • This shaft can for example, an inspection shaft through which inspection and Cleaning device can be inserted into the inspection channel.
  • the drainage arrangement comprises a plurality of one above the other Layers of drainage units should be at least the lowest layer of trench units with the inspection shaft, because the Seepage effective area of the drainage arrangement for special cleaning requirement.
  • a sink volume can also be found at the bottom of the inspection shaft be provided, in which at least part of the rainwater can carry carried rubbish before the rainwater into the Trench arrangement is initiated.
  • This sink volume can also the one washed up by the cleaning device from the bottom of the drainage arrangement Dirt and garbage are washed out.
  • the sink volume of the The inspection shaft can then be cleaned in a conventional manner become.
  • the shaft can also be a Overflow shaft, which in turn is connected to the sewage system is. Therefore, the top layer of trench units is preferred connected to this overflow shaft so that liquid from the Trench arrangement only flows into the overflow shaft if that Storage volume of the drainage arrangement is exhausted.
  • At least one of the free ends of the inspection channel can also be one Show instruction bevels that indicate the transition from examination or / and Cleaning device, for example wheel-based device, from Trench unit to trench unit relieved. In particular, this enables Briefing slope a higher tolerance when laying the Rigolenticianen.
  • the drainage unit comprises two base walls that are essentially mutually related run in parallel.
  • One of the base walls can be a bottom wall form the drainage unit, while the other base wall forms the ceiling wall.
  • the drainage unit can be designed as a basket that is open at the top his.
  • the ceiling wall of the drainage units of the top layer of drainage units can, for example, of one or more cover plate (s) be educated.
  • cover plate cover plate
  • the invention proposed that the bottom wall or / and Ceiling wall or / and at least one of the connecting walls the structure is at least partially formed as a lattice structure stabilizing struts and openings delimited by these struts, these openings being the exit and / or entry of liquid allow.
  • the openings can be 50%, preferably more than 75% of the total area of the respective walls or the respective Take up wall sections.
  • At least one die Bottom wall provided with a support column connecting the ceiling wall which is preferably orthogonal between them Stretches.
  • a structurally simple construction of the drainage unit results if it is formed by two trench subunits, each of which has a main wall and a plurality of this main wall, preferably comprises essentially orthogonal, projecting side walls, the two trench subunits are composed such that the main wall of a trench subunit the bottom wall of the Drainage unit, the main wall of the other drainage subunit Ceiling wall of the drainage unit and co-corresponding to each other Side walls of the two trench subunits in pairs one each Form the connection wall of the drainage unit.
  • This putting together the trench unit consisting of two trench subunits has, in particular, if the drainage unit is made of plastic by injection molding is the advantage that with identical design of the trench subunits just a single tool for injection molding the trench subassemblies is required. This is particularly advantageous for the injection molding process also the formation of the trench subunits as more open to the top Basket.
  • At least one separate connecting element is used, for example clip elements, locking elements, clamping elements or like.
  • an adapter plate or an adapter frame the in addition to connecting the two trench subunits also serve this purpose can give the drainage unit a desired height.
  • At least one support column is formed by two half-support columns, the from the main wall of a respective trench subunit, preferably stand essentially orthogonal, so the free End at least a part of these pairs of support columns through a separate connecting element can be connected to one another.
  • a separate connecting element can be connected to one another.
  • the free ends of the support columns of a pair of support columns Be formed in which a rest or Clamping element can be used.
  • Clamping sleeves conceivable that one over the free ends of the half-support columns inside out.
  • the trench units forming them are designed to be foldable or foldable is, preferably such that they are in the merged Condition essentially no more liquid intake volume having.
  • at least one connecting wall with one of their Edges on an adjacent wall of the drainage unit can be swiveled be arranged while having at least one other edge on a further wall of the drainage unit attachable, preferably clampable is.
  • At least one connecting wall is pivotable at least two has hinged parts, at least one of these parts with one essentially parallel to the connecting line of the parts extending edge in turn on an associated wall of the Trench unit is pivotally arranged.
  • the drainage unit be designed in this way is that they are connected to a neighboring trench unit by positive locking or by attaching separate fasteners in at least a direction orthogonal to the successive direction essentially is immovably connectable.
  • a drainage unit according to the invention is generally at 100 designated.
  • This drainage unit 100 is composed of two drainage subunits 102 composed, of which for reasons of clarity the Representation only the lower one is shown explicitly, while the upper one is only indicated by lines.
  • the two trench subunits 102 are of identical design, specifically as shown in FIG. 7 as upwards open “basket”.
  • To form the drainage unit 100 is the upper one Trench subunit 102 upside down, so the two Trench sub-units 102 with their “basket openings” towards one another point against each other and so together a closed Form box structure.
  • the trench sub-unit 102 shown in FIG. 7 comprises a main wall 104 and outer side walls 106 and 108 the side walls 108 are designed as a continuous lattice structure, while the side walls 106 each have two lattice structure sections 106a which are separated from each other by an opening portion 106b are separated.
  • the bottom wall 104 comprises two coarse-meshed ones Grid structure sections 104a that are formed by a surface section 104b are separated from each other. Only a small proportion of the area 104b becomes transverse to the longitudinal direction L of this surface 104b Slits 104c occupied.
  • the position of the surface 104b between the The two lattice structure sections 104a correspond to the position of the Opening sections 106b between the associated lattice structure sections 106a of the side walls 106.
  • Main wall 104 In the area of the side edges of the surface 104b are from the Main wall 104 further designed as a lattice structure Sidewalls 110 from.
  • the drainage unit shown in FIGS. 7 and 8 has 100 over a three-chamber structure, the three chambers of the two Sections 104a and one section 104b of the main wall 104 correspond. It should be noted that in the normal cache and Infiltration operation of the infiltration unit 100 also the inspection channel 130 serves to absorb rainwater.
  • an inspection device i.e. a device for examination the state of the drainage unit 100 or a device for Cleaning the drainage unit 100, are introduced.
  • wheel-based inspection equipment has the transverse slots 104c in the bottom surface 104b in addition to allowing passage of Liquid through this bottom surface 104b does the job of traction Improve wheels of the inspection device on the floor surface 104b.
  • the Floor surface 104b each also have a briefing slope 104d, which the transfer of the inspection device from the inspection channel 130 considered trench unit 100 into the inspection channel 130 of the next one Trench unit 100 should facilitate, if these two trench units 100 are not precisely arranged at the same height.
  • lances can be used that submerge water Eject high pressure diagonally backwards and out of this recoil Obtain propulsion.
  • the lattice structure walls or wall sections 104a, 106a, 108 and 110 as open lattice structures formed. That from openings 112 occupied area is larger, preferably considerably larger than that occupied by the webs 114 bordering these openings 112 Area (see Fig. 8). It is not only in the height direction H, depth direction T and transverse direction Q extending webs 114, but also webs running obliquely to at least two of these three spatial directions. As a result, the drainage unit 100 becomes sufficiently stable awarded to be able to walk or even drive on them.
  • this bottom surface 104 has an envelope U of the bottom wall 104 or 120 a predetermined distance d, which in practice can be a few centimeters.
  • the trench sub-unit 102 also includes a plurality of Half support pillars 118 extending from the bottom surface 104 essentially stand out orthogonally and in cooperation with corresponding Half support pillars 118 of the respective other trench subunit 102 support pillars 119 form which forces from the top wall 122 of the Forward the trench unit 100 to its bottom wall 120.
  • clamping bolts 140 there are recesses in the end faces 118a of the half-support columns 118 118b, into the clamping bolts 140 as separate connecting elements the half-support columns 118 can be used.
  • the clamping effect can be achieved in different ways.
  • the clamping bolts 140 can be compared to the Recesses 118b can easily be dimensioned with oversize.
  • FIG. 10 schematically shows a foldable trench unit 200, to be more precise, a drainage subunit 202 of this drainage unit 10A, the open state or ready to install State or operating state and Fig. 10b the folded Shows condition or stock condition.
  • the side walls are on the main wall 204 206 around an axis B and on the other hand the side walls 208 around one Axis A pivoted.
  • the linkage is related on the main wall 204 at different heights, around the side walls 206 and 208 in the folded state according to FIG. 10b can be stacked on top of each other to save space.
  • the invention relates to a drainage arrangement with one or more drainage components, which can be arranged to form a trench basin, the trench components being together connectable water absorption bodies are formed, according to claim 1.
  • EP 0 286 662 B1 is a type of underground water basin known for collecting rainwater and for the regulated discharge of rainwater is intended in the ground.
  • individual cells are placed side by side on a gravel bed arranged so that the individual cells, fed via a supply line ending at the basin, Can cache water before the water is then discharged into the ground becomes.
  • This is supposed to be on an area with a comparatively small extension on the one hand, the function of a storage basin for rainwater and on the other hand, the amount of water in the surrounding should be from the reservoir Soil introduced, which can be absorbed by this.
  • this drainage basin is also connected to a sewage network, in the event that there is too much water that is not easily discharged into the ground or can be saved.
  • Another drainage arrangement is known from EP 0 770 735 A1, in which also in a trench arrangement composed of trench components initiated rainwater becomes.
  • This trench arrangement is also located underground and walkable, like the according to the invention.
  • the individual trench components in the form of tubes, Honeycomb or the like. Provided, and are interconnected by small holes, so that rainwater that is closest to the inlet of the drainage arrangement Trench component is introduced, through which holes flow into neighboring trench components.
  • Trench component is introduced, through which holes flow into neighboring trench components.
  • the connection holes may become unavoidable Dirt and suspended matter are added to the rainwater and the effectiveness of this The arrangement wears off after a short time.
  • a disadvantage of the known trench arrangements and their trench components is equally that on the one hand a gravel bed is usually required, the installation of which costs and is time-consuming and, furthermore, the drainage trench components are extremely bulky and space-consuming. These drainage trench components require a large amount for storage and transport in place, which can be particularly problematic on the construction site where regular There is a lack of space.
  • the trench components in the usual form are always the Risk of damage, since the drainage components are usually made of plastic are manufactured and, although surrounded by soil in the construction site, are very stable, however against impact effects, such as during transport and storage on the construction site can occur quite sensitive.
  • a trench arrangement is intended be created that maintain their function over a long period of time can be excavated without the drainage arrangement being cleaned must become.
  • a suitable for building such a trench arrangement Trench component can be proposed, with an additional trench component This type should be proposed that requires little storage and transport space.
  • a trench arrangement is composed of one or more components, the rainwater or surface water over at least one fed through the or the trench components essentially continuous water pipe is, wherein the water pipe is provided with openings to the water in the or initiate the drainage components.
  • the continuous water pipe in the area of Trench arrangement should be interrupted as little as possible or not at all, enables Dirt and suspended matter that are otherwise inevitable in the drainage arrangement accumulate and curb their effectiveness, from time to time to remove them sustainably that even after a long service life due to comparatively uncomplicated measures the effectiveness of the drainage arrangement according to the invention can be maintained.
  • Inlet shaft can be provided, through which the intermediate storage and infiltration Water can be introduced into the drainage arrangement according to the invention.
  • This inlet shaft can then be used as a maintenance shaft at the same time
  • a connection section can be provided, for example, a high pressure line or the like.
  • an overflow shaft can also be provided, which also serve as a maintenance shaft can and can be equipped accordingly, as in connection with the maintenance or inlet shaft has already been discussed.
  • the water absorption bodies can be, however, a trench component also directly a water absorption body can correspond in the form of vertical tubes, honeycomb-shaped in cross section vertical tubes or the like can be provided. Because this water absorption body or trench components via the essentially continuous water pipe if possible and their openings are interconnected, it is not necessary to use them Trench components or water absorption bodies again separately laterally via openings connect to. On the other hand, corresponding openings can be provided to the fluid exchange between these drainage trench components or water absorption bodies continue to improve.
  • the trench arrangement or the trench components should in any case at their vertically lower end Have openings or be open so that the water that flows into the drainage system is initiated, from there can be introduced into the ground.
  • you can also nonwovens or the like can be provided to prevent soil from penetrating into the invention To prevent drainage arrangement.
  • the drainage arrangement according to the invention does not need a gravel bed, on which it rests in terms of fluid flow to the trench arrangement to the surrounding earth to join. On the other hand, it can certainly with certain soil conditions be useful to fill up such gravel bed before the drainage arrangement according to the invention is installed.
  • the drainage arrangement according to the invention is so stable trained that it can be walked on or driven over after installation.
  • the individual water absorption bodies or trench components can advantageously also be used respective water pipe sections, which then have connection areas can be connected to one another in this way to ensure a water pipe that is as continuous as possible manufacture.
  • the trench components or the water absorption bodies only to be provided with openings so that after the arrangement of the drainage components to a trench arrangement according to the invention via the openings continuous water pipe with outlet perforations can.
  • the water pipes or pipes can also change in the longitudinal direction with changing cross sections and / or diameters.
  • the water pipe (s) can also be used in certain circumferential areas Openings or perforations can be formed, while other areas are sealed.
  • the lower areas i.e. the line sole, are essentially suitable tight, i.e. roughly perforated, and upper areas with openings or To equip perforations.
  • the perforations or openings can also be designed differently over the circumference be, for example in the lower cross-sectional area with a small opening area and in the upper one with a larger one.
  • the openings or perforations in the Water pipes can be designed so that they contribute to cleaning the Trench arrangement according to the invention can contribute.
  • the openings can be something like this be designed, for example, from certain flow velocities There is a suction effect through which contamination can be removed.
  • the water absorption bodies should or trench components equipped with mechanical connecting devices be, for example, interlocking engagement elements or the like.
  • mechanical connecting devices be, for example, interlocking engagement elements or the like.
  • several layers of corresponding drainage components or water absorption bodies to be arranged one above the other in order to accommodate the volume of the drainage system with features according to the invention.
  • the Trench components or receiving bodies at their upper and / or lower end sections be open or closed, depending on whether these are to be connected to other layers are or should represent an end position.
  • a water absorption body according to the invention or a trench component according to the invention represent an upper end part, it can be complete be closed or be provided with outlet openings, which by the conditions are determined that the surrounding soil provides. These it is the lowest layer in the relevant layer of drainage trench components, this should be provided with bottom sections which have openings, perforations, fleeces or the like, to be able to discharge water into the ground.
  • the present invention is not limited only to the drainage arrangement discussed above and in Connection with this trench assembly described trench component, but additionally on a trench component that has at least two pivotable side walls, to collapse or collapse the component or the water absorption body allow.
  • a collapsed trench component is easy to store because it is only has a fraction of its size in the installed position. Furthermore, it can be much easier to transport. In this way, a usual palette can be collapsed accordingly Assemble trench components to a trench arrangement that is ten or twenty times Size of the stored trench components. This means a huge advantage since a production in stock so far due to the large storage area, the corresponding Components of known type need, was only possible to a very limited extent.
  • At least three or all of the side walls of a corresponding one Trench component can be designed to be movable. It is also possible to have at least two side walls foldable so that they can be folded together and thereby allowing entire drainage components to collapse.
  • a bottom and / or a top plate can be built with the built-up components, i.e. the Side walls, be provided connectable.
  • This bottom and / or top plate can be in one Be insertable frame or the like, which extends through the end portions of the unfolded Sidewalls result to give mechanical stability to the arrangement.
  • a water pipe can be built into a trench component designed according to this aspect of the invention or a water pipe section is inserted in the pipe insertion openings are provided. It is also possible to have a compressible and / or collapsible water pipe to be provided, for example in the form of a corrugated tube or a film tube, that or the correspondingly compressible.
  • a trench component can be divided into at least two components. This Components can each be unfolded and connected to one another, a trench component result.
  • the storage capacity of a trench arrangement according to the invention for water is advantageous at 90 to 95%.
  • By training plastic it is possible to 95% of the Volume of the drainage arrangement according to the invention with drainage components according to the Use invention for water storage.
  • Trench arrangements also have lower storage capabilities.
  • the drainage arrangement according to the invention is not only suitable for storage and introduction of rainwater in the ground, but is equally suitable, for example to serve as a heat store for hot water, such use as Tank, of course, requires an outside sealing training. Furthermore, the invention Rigid packing also as an underground tank for oil, chemicals or other things be used because it is relatively easy to clean. In such an application of course, as indicated above, the trench components are not provided with openings, through which chemicals, oil or the like could be introduced into the ground. Will the invention Trench arrangement used as storage, it is recommended the arrangement the intended water pipe or liquid pipe at the lower end of the drainage arrangement and thus also at the lower end of the trench components used to cover the entire stored liquid or all stored water, oil or the like again to be able to dissipate.
  • FIG 1 shows a trench arrangement installed in a floor with features according to FIG of the invention, generally identified by reference number 10.
  • the drainage arrangement 10 is built into a soil 8, which is partly made of compressed material and partly can consist of gravel. According to the invention, a gravel bed is not absolutely necessary However, it can be useful when rainwater is introduced into the ground.
  • the Soil above the drainage arrangement 10 can, however, consist of normal earth.
  • Covers 11a, 11b serve to mechanically flush and control shafts 17, 24 stable cover. These covers, for example made of cast iron, can be, for example remove for maintenance or cleaning purposes.
  • the flushing and control shaft 17 is in the illustrated drainage arrangement 10 as an inlet shaft used and accordingly has an inlet 20. Via inlet 20 Rain water can be introduced into the shaft 17 via a feed line (not shown here) become. The rainwater then first becomes the lower region 18 of the shaft 17 fill up until it reaches a water pipe 16, through which the water in trench components 12, 12 'can reach the central component of the drainage component according to the invention form.
  • the water pipe 12, 12 has various openings through which the water introduced into the Trench components or in water absorption bodies can be introduced, which the drainage form components.
  • a further rinsing and control shaft 24, which as Drainage shaft can be used.
  • the shaft 24 can be connected to a public sewer network via the excess Water can be drained.
  • a throttle outflow can be provided in the region 26, which depends, for example, on retains more or less water due to the drainage properties of the subsoil to let this seep away in the underground.
  • the trench components are the central component of the trench arrangement according to the invention view with one or more water absorption bodies.
  • the water absorption body can be tubular, honeycomb in cross section, rectangular in cross section, cross section be round or otherwise shaped. You can also talk to each other about additional Openings are connected so that between adjacent trench components 12, 12 ' Liquid exchange can take place, which is not necessarily via the perforated or perforated Pipeline or water pipe 16 must be done.
  • FIG. 2 shows the drainage arrangement 10 in another form of representation.
  • a feed line 9 can be seen which leads into the inlet opening 20 according to FIG. 1 empties.
  • a derivative 31 is shown, via which an excessive water tank flows into a shaft 32 of a public sewer can. From there, the rainwater or surface water can be drained through a sewer pipe 34 are disposed of.
  • the central role of the water pipe 16 can be seen from the above discussions, that both the discharge and the distribution of rainwater or surface water serves.
  • the water i.e. an excessive influx of water, just above this tube 16 can be disposed of.
  • the ventilation of the entire drainage system can take place via this water line 16.
  • this water pipe 16 can also be used for sedimentation of solids from the water defined and because the sedimentation easily accessible are to be removed by cleaning or maintenance work.
  • connection sections 16a, 16b for example sleeve-like sections and pipe sockets provided to connect to adjacent pipe sections 16 To provide trench components.
  • FIG. 4 shows a collapsible trench component 12 ′ which has foldable side walls 30.
  • Foldable head walls 32 are also shown.
  • rectangular or cubic trench components with collapsible or collapsible Equipping walls is a lot for a person skilled in the plastics industry different role models known.
  • folding boxes that, for example are known for the transport of goods in motor vehicles.
  • the same principles can also be used here, such as folding joints, sliding blocks, which are in rails or scenes run, etc. It is also possible to fold, swivel individual side walls or foldable, inserted while stabilizing other walls, inserted or screwed, riveted or glued to the opened side panels.
  • Fig. 5 shows such an embodiment, in which, as with folding boxes, two side walls are foldable in themselves, so that this drainage component can be collapsed with a handle and can be rebuilt with a handle.
  • the individual components 30a, 30b of a foldable side wall can be completely minimized in their extent.
  • the embodiment 12 "according to FIG. 5 is so highly collapsible, easy to assemble and can also be fixed mechanically stabilize inserted upper and / or lower cover plates.
  • FIG. 6 shows a further embodiment for a collapsible drainage component 12 "' shown.
  • This consists of two components 12a, 12b, each one-sided are open and serve as counterparts for each other when assembled.
  • the Both components 12a, 12b have respective side walls 30c, 30d, which also are designed to be foldable inwards. Since the side walls 30c, 30d are relatively short-legged are formed, they can be folded inwards without using one of the Components 12b provided water pipe 16 to come into conflict.
  • the invention relates to a trench arrangement with a plurality of trench components which form one Trench basins can be arranged, the trench components being connectable to one another Water absorption bodies are formed, at least some of these water absorption bodies or have trench components 12 through common water pipes 16, via the adjacent one Water absorption body can be connected to each other, the continuous Water pipes 16 have openings 19 through which water into the water absorption body or the trench component 12 enters or exits.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
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  • Hydrology & Water Resources (AREA)
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EP02010482A 2001-05-16 2002-05-08 Unité d'infiltration Expired - Lifetime EP1260640B2 (fr)

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DE20221567U DE20221567U1 (de) 2001-05-16 2002-05-08 Rigoleneinheit
EP06003643.1A EP1666668A3 (fr) 2001-05-16 2002-05-08 Unité d'infiltration

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DE10123754 2001-05-16
DE10123754A DE10123754A1 (de) 2001-05-16 2001-05-16 Rigolenanordnung sowie Rigolenbauteil zu dessen Aufbau

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EP06003643.1A Withdrawn EP1666668A3 (fr) 2001-05-16 2002-05-08 Unité d'infiltration

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Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005040501A1 (fr) * 2003-10-17 2005-05-06 Funke Kunststoffe Gmbh Reservoir de drainage a tuyau de rinçage
EP1607534A1 (fr) 2004-06-18 2005-12-21 Wavin B.V. Bloc d'infiltration
EP1690989A2 (fr) 2005-02-11 2006-08-16 REHAU AG + Co Dispositif d'infiltration
EP1757742A2 (fr) 2005-06-24 2007-02-28 Hauraton GmbH & Co. KG Chambre d'infiltration avec canal de contrôle
DE102005044714A1 (de) * 2005-09-19 2007-03-22 Rehau Ag + Co. Vorrichtung zur Versickerung für Regenwasser
EP1932975A1 (fr) 2006-12-15 2008-06-18 Graf Plastics GmbH Corps d'infiltration en matière plastique
WO2008140298A1 (fr) 2007-05-09 2008-11-20 Pipelife Nederland B.V. Système pour recevoir un liquide et élément pour un tel système
EP2085527A1 (fr) 2008-02-01 2009-08-05 Fränkische Rohrwerke Gebr. Kirchner GmbH + Co KG Installation d'exploitation d'eau de pluie
DE202004021642U1 (de) 2003-10-15 2009-09-10 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Rigolenanordnung mit Rigole und Schacht
WO2011076611A1 (fr) 2009-12-23 2011-06-30 Basell Poliolefine Italia S.R.L. Compositions polyoléfiniques pour systèmes d'évacuation moulés par injection
EP2385178A2 (fr) 2010-05-05 2011-11-09 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Agencement compact de composants de rigoles et composants de rigoles permettant celui-ci
EP2428259A2 (fr) 2010-09-13 2012-03-14 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Dispositif de traitement des eaux usées et installation de traitement des eaux usées dotée d'un tel dispositif de traitement des eaux usées
US8292117B2 (en) 2008-04-02 2012-10-23 Aliaxis Participations Stackable water holding tank
DE102012105057A1 (de) 2011-09-16 2013-03-21 Voda Cz S.R.O. Entwässerungsvorrichtung
ITBO20110633A1 (it) * 2011-11-07 2013-05-08 Gds S R L Blocco di infiltrazione per un sistema di infiltrazione per lo smaltimento di acque piovane.
EP2592194A1 (fr) 2011-11-09 2013-05-15 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Unité de rigole et unité de transport formée à partir d'unités de rigole de ce type
GB2505503A (en) * 2012-09-03 2014-03-05 Polypipe Ltd Subterranean drainage structure
DE202013101338U1 (de) * 2013-03-27 2014-07-04 Rehau Ag + Co Rigolensystem
DE102014222520A1 (de) 2014-11-04 2016-05-04 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Wirbeldrosselvorrichtung
DE202016101800U1 (de) * 2016-04-06 2017-07-07 Rehau Ag + Co. Rigolenanordnung
EP3626895A1 (fr) * 2018-09-18 2020-03-25 Philipp Heitker Corps à rigoles destiné à la fabrication de rigoles souterrains de stockage des eaux pluviales
US10808390B2 (en) 2014-09-19 2020-10-20 Wavin B.V. Plastic infiltration unit and system
DE102019004445A1 (de) * 2019-06-24 2020-12-24 Optigrün international AG Wasserbilanzsteuerungssystem und Verfahren zu dessen Betrieb

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Publication number Priority date Publication date Assignee Title
DE10351240A1 (de) 2003-11-03 2005-06-02 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Rigole
DE102009044412A1 (de) 2009-10-05 2011-04-07 Aco Severin Ahlmann Gmbh & Co. Kg Rigolenkörper
DE102010045001A1 (de) 2010-09-10 2012-03-15 Auer Packaging Gmbh Entwässerungssystem, Verfahren zu seiner Herstellung und Bauelemente hierfür
DE102010053374A1 (de) * 2010-12-03 2012-06-06 Rehau Ag + Co. Verfahren zur Herstellung einer Rigole
DE202010016596U1 (de) * 2010-12-15 2012-03-16 Rehau Ag + Co Unterirdischer Speicher

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EP0787865A1 (fr) * 1996-01-30 1997-08-06 Boissie, Chantal Caisson et système isolant et de drainage de sol
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DE3842012A1 (de) * 1988-12-14 1990-06-21 Rolf Stahn Einrichtung fuer die unterirdische speicherung von regenwasser in einem wabenspeicher
FR2740485B1 (fr) 1995-10-25 1997-12-05 Induplast Sa Bassin tampon enterre de stockage et de traitement des eaux pluviales
JPH11200427A (ja) † 1998-01-17 1999-07-27 Shinichiro Hayashi ユニット部材の組立構造
EP0934737A1 (fr) 1998-02-05 1999-08-11 The Procter & Gamble Company Couche supérieure avec des moyens de masquage pour des articles absorbants
DE19824456A1 (de) * 1998-05-30 1999-12-09 Hauraton Gmbh & Co Kg Versickerungsvorrichtung
DE29923191U1 (de) * 1999-12-11 2000-07-13 Ingenieurgesellschaft Prof Dr Naturnahes Straßenentwässerungssystem
DE20002627U1 (de) * 2000-02-15 2000-05-04 Kirchner Fraenk Rohr Sickereinrichtung mit Filtereinrichtung
DE10055327C1 (de) * 2000-11-08 2002-01-24 Sendenhorst Kunststoffroehren Gitterplatte mit unterschiedlichen Strebenabständen

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US3220194A (en) * 1961-10-10 1965-11-30 Lienard Leonce Soil conditioning device
US4145157A (en) * 1977-08-08 1979-03-20 Lascelles Daniel J Modular drain field section
EP0787865A1 (fr) * 1996-01-30 1997-08-06 Boissie, Chantal Caisson et système isolant et de drainage de sol
DE19705824A1 (de) * 1997-02-15 1998-08-20 Detlef Friebe Element zum Versickern einer Flüssigkeit
EP0943737A1 (fr) * 1998-03-18 1999-09-22 Wavin B.V. Boitier d'irrigation et de drainage

Cited By (48)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004021837U1 (de) 2003-10-15 2011-09-08 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Rigolenanordnung mit Rigole und Schacht
DE202004021642U1 (de) 2003-10-15 2009-09-10 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Rigolenanordnung mit Rigole und Schacht
DE10348280A1 (de) * 2003-10-17 2005-05-25 Funke Kunststoffe Gmbh Drainage-Tank mit Spülrohr
WO2005040501A1 (fr) * 2003-10-17 2005-05-06 Funke Kunststoffe Gmbh Reservoir de drainage a tuyau de rinçage
JP4722127B2 (ja) * 2004-06-18 2011-07-13 ヴァーフィン ベー． フェー． 浸透ブロック
WO2005124040A1 (fr) * 2004-06-18 2005-12-29 Wavin B.V. Bloc d'infiltration
CN1969095B (zh) * 2004-06-18 2012-01-04 韦文有限公司 渗透块
NO338184B1 (no) * 2004-06-18 2016-08-01 Wavin Bv Infiltrasjonsblokk
US7712997B2 (en) 2004-06-18 2010-05-11 Wavin B.V. Infiltration block
EP1854928A1 (fr) * 2004-06-18 2007-11-14 Wavin B.V. Bloc d'infiltration
JP2008502825A (ja) * 2004-06-18 2008-01-31 ヴァーフィン ベー． フェー． 浸透ブロック
EP2169127A1 (fr) 2004-06-18 2010-03-31 Wavin B.V. Bloc d'infiltration
EP1607535A1 (fr) * 2004-06-18 2005-12-21 Wavin B.V. Bloc d'infiltration
EP1607534A1 (fr) 2004-06-18 2005-12-21 Wavin B.V. Bloc d'infiltration
EP2169127B1 (fr) 2004-06-18 2015-11-25 Wavin B.V. Bloc d'infiltration
EP1690989A3 (fr) * 2005-02-11 2009-11-25 REHAU AG + Co Dispositif d'infiltration
DE102005006202A1 (de) * 2005-02-11 2006-08-24 Rehau Ag + Co. Versickerungsvorrichtung
EP1690989A2 (fr) 2005-02-11 2006-08-16 REHAU AG + Co Dispositif d'infiltration
EP1757742A3 (fr) * 2005-06-24 2009-10-28 Hauraton GmbH & Co. KG Chambre d'infiltration avec canal de contrôle
EP1757742A2 (fr) 2005-06-24 2007-02-28 Hauraton GmbH & Co. KG Chambre d'infiltration avec canal de contrôle
DE102005044714A1 (de) * 2005-09-19 2007-03-22 Rehau Ag + Co. Vorrichtung zur Versickerung für Regenwasser
EP1932975A1 (fr) 2006-12-15 2008-06-18 Graf Plastics GmbH Corps d'infiltration en matière plastique
WO2008140297A1 (fr) 2007-05-09 2008-11-20 Pipelife Nederland B.V. Élément perforé pour recevoir un liquide et assemblage correspondant
WO2008140298A1 (fr) 2007-05-09 2008-11-20 Pipelife Nederland B.V. Système pour recevoir un liquide et élément pour un tel système
EP2085527A1 (fr) 2008-02-01 2009-08-05 Fränkische Rohrwerke Gebr. Kirchner GmbH + Co KG Installation d'exploitation d'eau de pluie
DE102008007227A1 (de) 2008-02-01 2009-08-06 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Anlage zur Regenwasserbewirtschaftung
US8292117B2 (en) 2008-04-02 2012-10-23 Aliaxis Participations Stackable water holding tank
WO2011076611A1 (fr) 2009-12-23 2011-06-30 Basell Poliolefine Italia S.R.L. Compositions polyoléfiniques pour systèmes d'évacuation moulés par injection
US8962763B2 (en) 2009-12-23 2015-02-24 Basell Poliolefine Italia S.R.L. Polyolefinic compositions for injection-moulded drainage systems
EP2385178A2 (fr) 2010-05-05 2011-11-09 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Agencement compact de composants de rigoles et composants de rigoles permettant celui-ci
DE102010028607A1 (de) 2010-05-05 2011-11-10 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Raumsparende Anordnung von Rigolenkomponenten und diese ermöglichende Rigolenkomponente
DE102010040645A1 (de) 2010-09-13 2012-03-15 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Abwasserbehandlungsvorrichtung und Abwasserbehandlungsanlage mit einer derartigen Abwasserbehandlungsvorrichtung
EP2428259A2 (fr) 2010-09-13 2012-03-14 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Dispositif de traitement des eaux usées et installation de traitement des eaux usées dotée d'un tel dispositif de traitement des eaux usées
DE102012105057A1 (de) 2011-09-16 2013-03-21 Voda Cz S.R.O. Entwässerungsvorrichtung
ITBO20110633A1 (it) * 2011-11-07 2013-05-08 Gds S R L Blocco di infiltrazione per un sistema di infiltrazione per lo smaltimento di acque piovane.
DE102011086016A1 (de) 2011-11-09 2013-05-16 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Rigoleneinheit und aus derartigen Rigoleneinheiten gebildete Transporteinheit
WO2013068541A1 (fr) 2011-11-09 2013-05-16 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Unité de rigole et unité de transport constituées d'unités de rigole de ce type
EP2592194A1 (fr) 2011-11-09 2013-05-15 FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG Unité de rigole et unité de transport formée à partir d'unités de rigole de ce type
GB2505503A (en) * 2012-09-03 2014-03-05 Polypipe Ltd Subterranean drainage structure
GB2505503B (en) * 2012-09-03 2017-04-12 Polypipe Ltd Subterranean drainage structure and base unit therefor
DE202013101338U1 (de) * 2013-03-27 2014-07-04 Rehau Ag + Co Rigolensystem
US10808390B2 (en) 2014-09-19 2020-10-20 Wavin B.V. Plastic infiltration unit and system
DE102014222520A1 (de) 2014-11-04 2016-05-04 Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg Wirbeldrosselvorrichtung
EP3805474A1 (fr) 2014-11-04 2021-04-14 Fränkische Rohrwerke Gebr. Kirchner GmbH & Co. KG Dispositif d'étranglement à turbulence
DE202016101800U1 (de) * 2016-04-06 2017-07-07 Rehau Ag + Co. Rigolenanordnung
EP3626895A1 (fr) * 2018-09-18 2020-03-25 Philipp Heitker Corps à rigoles destiné à la fabrication de rigoles souterrains de stockage des eaux pluviales
DE102019004445A1 (de) * 2019-06-24 2020-12-24 Optigrün international AG Wasserbilanzsteuerungssystem und Verfahren zu dessen Betrieb
EP3757300A1 (fr) 2019-06-24 2020-12-30 Optigrün international AG Système de commande du bilan hydrique et son procédé de fonctionnement

Also Published As

Publication number Publication date
EP1260640B1 (fr) 2006-04-05
DK1260640T3 (da) 2006-08-14
DE10123754A1 (de) 2002-12-05
EP1666668A3 (fr) 2015-01-07
DE50206282D1 (de) 2006-05-18
EP1260640B2 (fr) 2012-09-12
EP1666668A2 (fr) 2006-06-07
ATE322587T1 (de) 2006-04-15
DK1260640T4 (da) 2013-01-14

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