US20120255624A1 - Drainage body - Google Patents
Drainage body Download PDFInfo
- Publication number
- US20120255624A1 US20120255624A1 US13/500,231 US201013500231A US2012255624A1 US 20120255624 A1 US20120255624 A1 US 20120255624A1 US 201013500231 A US201013500231 A US 201013500231A US 2012255624 A1 US2012255624 A1 US 2012255624A1
- Authority
- US
- United States
- Prior art keywords
- units
- spacers
- drainage body
- surface units
- body according
- 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.)
- Abandoned
Links
- 125000006850 spacer group Chemical group 0.000 claims abstract description 52
- 238000009434 installation Methods 0.000 claims abstract description 8
- 238000005304 joining Methods 0.000 claims description 19
- 238000007689 inspection Methods 0.000 claims description 9
- 238000009826 distribution Methods 0.000 claims description 6
- 239000008186 active pharmaceutical agent Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000000295 complement effect Effects 0.000 claims 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000003860 storage Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 235000011962 puddings Nutrition 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Images
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
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/598—With repair, tapping, assembly, or disassembly means
Definitions
- the invention relates to a drainage body according to the preamble of claim 1 .
- the invention also relates to a drainage unit that comprises a plurality of such drainage bodies and in addition to further structures associated herewith.
- Seepage structures which are comprised of such drainage elements, are constructed to counteract this problem.
- Such drainage elements are disclosed, for example, in the following printed documents: DE 20 2005 010 090 U1; DE 202 21 567 U1; DE 10 2005 056 131 A1; EP 162 60 640 B1; DE 43 04 609 A1, EP 0 787 865131; EP 09 43 737 B1; EP 1 416 099 B1; DE 697 00 174 T2; DE 299 24 050 U1; EP 1 469 133 A2; EP 1 887 145 A1; EP 1 452 653 B1.
- DE 201 05 694 U1 discloses a water reservoir and retention system that is constructed from perforated bowls with side walls extending in a frusto-pyramid shape. This ensures good stackability. However, the disclosed system is then and only then suitable to take higher loads if the individual elements are relatively small. Moreover, it is not possible to construct units that conduct water from a plurality of such water reservoir boxes.
- the object of the invention is to develop a drainage body according to EP 1 452 653 B1 to the effect that a high level of stability is assured.
- a drainage body having at least two substantially identically shaped surface units, that is a base unit and a substantially identically shaped top unit, which are combinable with one another an installation spacing by way of spacers, whereby the spacers are disposed on the surface units in such a manner that the base units and the top units can be laid overlapping one another in the manner of a masonry bond.
- the spacers essentially have, for example, a frusto-conical or frusto-pyramid shape with a circumscribed cross-sectional area which becomes smaller as its distance from the surface units increases.
- the spacers are preferably formed as hollow bodies having an internal cross-section that is congruent with the external cross-section in such a way that the spacers are insertable inside one another when stacking. Thus when stacked the spacers do not sit adjacent to one another but rather inside one another such that larger groups of surface units form stable packages.
- the spacers are formed as hollow bodies and are moulded integrally with the surface units.
- the spacers preferably have plug/socket fastening sections distributed in such a manner that they engage in one another in the installed condition. This brings about a further increase in the stability of surface units stacked on top of one another.
- the surface units are interlockingly stackable in such a manner that the installation spacing of the surface units is considerably larger than their spacing in the stacked condition.
- the one e.g. the socket fastening sections, may also be provided in the surface units while the other fastening sections are located on the spacers.
- the spacers preferably have locking devices for mutual interlocking of the spacers with one another or for interlocking of the spacers with the surface units in the installed condition.
- one each of a base and an associated top already form stable units which can thus be constructed into larger “double bases”.
- the surface units preferably also have breakaway sections for the formation of inspection openings, whereby preferably load distribution elements are provided in the inspection opening for fitting and supporting an inspection cover. In this way even major seepage systems can be cleaned from time to time in such a manner that the sludges and fine materials which prevent seepage can be flushed out and extracted by means of suction.
- stiffening portions are attached to the spacers on their circumferential surfaces, however, which further increase stability.
- the outer surfaces are provided with corrugations which run parallel to the longitudinal axes of the spacers.
- wave-like surface units are created similar to a “pudding mould”. A significant increase in the stability of the spacers is thereby achieved in a simple manner, particularly in relation to shearing forces.
- side walls are provided which are designed such that they may be attached to combine with each other at the base units and at the top units.
- structures completely enclosed circumferentially up to water penetration openings may be formed which can be installed as hollow bodies in the ground.
- the side walls have side wall supports which become engaged with the spacers after joining the side walls to the base units and to the top units to support the side walls. Forces acting on the side walls are thereby passed to the spacers so that a significant stiffening of the side walls can be achieved via the spacers already present.
- the surface units preferably have in particular joining devices on the margins for horizontal and/or vertical joining to other surface units and/or for attaching side walls. These joining devices are preferably designed such that, for example, two surface units may be placed on top of one another and joined to one another so that it is possible to construct systems of any height. Moreover, the surface units may be joined to one another horizontally such that it is essentially possible to construct surfaces of any size and any shape. Finally, walls may be inserted on the margins such that overall large-volume hollow bodies are created. The wall elements may also be used for stabilisation in the vertical direction.
- the joining devices are preferably formed in this case such that the surface units have margins free from protrusions. This ensures that said systems are constructed without gaps which improves the stability of the systems.
- the spacers may be provided as separate elements.
- the spacers are formed as hollow bodies and are moulded integrally with the surface units. This measure opens up a particularly cost-effective opportunity for manufacturing the drainage bodies in plastic using manufacturing processes known per se.
- a plurality of additional elements is provided with which the drainage bodies may be constructed into drainage systems.
- These include in particular cover elements that are provided for covering openings in the surface units. These, for example, are openings in the region of the supporting elements formed as hollow bodies. That is to say, if the spacers formed as hollow bodies have openings for allowing water that is intended to seep away to pass through, then the cover elements provided for them are also provided with openings such that the water that is intended to seep away can also penetrate through these covers into the surrounding soil.
- a drainage system which includes a plurality of drainage bodies of the type described.
- This drainage system comprises base units which are combined with top units so as to overlap one another in the manner of a masonry bond.
- FIG. 1 a view from above onto a surface unit in a view corresponding to line I-I from FIG. 2 ,
- FIG. 2 a section through the surface unit according to FIG. 1 along line II-II from FIG. 1 ,
- FIG. 3 a view from below onto a surface unit according to FIG. 1 in a view along line III-III from FIG. 2 ,
- FIG. 4 a view from above onto a cover for covering an opening as it is shown in FIGS. 1 to 3 ,
- FIG. 5 a partial view of a wall element
- FIG. 6 a view onto the surface unit according to FIGS. 1 to 3 in a view along line VI-VI from FIG. 1 ,
- FIGS. 7 to 9 sectional views corresponding to FIG. 2 on to two surface units in various conditions, that is to say stacked ( FIG. 7 ) in a condition shortly before assembly ( FIG. 8 ) and in the assembled condition ( FIG. 9 ),
- FIG. 10 an enlarged view of region X from FIG. 9 .
- FIG. 11 a diagrammatic illustration for the assembly of top units on base units in a bonded manner
- FIG. 12 a view from above corresponding to that according to FIG. 1 but on to a different embodiment of the invention
- FIG. 13 a lateral view of a load distribution element
- FIG. 14 a view from below according to FIG. 13 along line XIV-XIV from FIG. 13 .
- FIG. 15 a view from above onto a group of surface units according to FIG. 12 that have been assembled into a base unit and a group of such surface units that have been assembled into a top unit and may be flipped over onto the base unit,
- FIGS. 16 to 19 schematic illustrations of arrangements of plug and socket fastening sections.
- FIGS. 20 and 21 to perspective views of a further embodiment of the surface units
- FIG. 22 a completed drainage body with two open side walls
- FIG. 23 a partially cut drainage body similar to that of FIG. 22 .
- the surface unit Illustrated in FIGS. 1 to 6 is so to speak a “minimum element”, which, as surface unit 10 , has a grid structure projecting from which frusto-conical spacers 20 , 20 ′ are provided. These spacers 20 , 20 ′ have differently shaped end sections. Spacer 20 has a plug end section 21 and spacer 20 ′ a socket end section 22 . In this case, these end sections are dimensioned such that a plug end section 21 is insertable into socket end section 22 so as to fit.
- spacers 20 , 20 ′ have congruent internal and external cross-sections such that they are insertable into one another.
- surface units 10 have margins 17 which are continuously moulded in such a manner that on placing surface units 10 next to one another they lie adjacently substantially without a gap.
- retaining grooves 41 are provided in the marginal regions of the surface units into which joining studs 42 (see FIG. 3 ) are insertable.
- a joining stud 42 thus sits in two retaining grooves 41 that are adjacent to one another when two adjacent surface units 10 are in the assembled condition. So that it is also possible to place two surface units 10 on top of one another (whereby spacers 20 then project in opposing directions), further joining studs 42 (not shown in the Figures) are illustrated, having only half the cross-section of a joining stud 42 illustrated here, such that the joining stud does not then protrude beyond margin 17 of surface units 10 lying on top of one another.
- joining studs are provided for this purpose having twice the height of those joining studs which are used merely for “horizontal joining” of surface units 10 .
- surface units 10 So as to be able to attach side walls 15 (see FIG. 5 ), surface units 10 have marginal grooves 16 on one hand and insertion pins 44 on the other, which are insertable in insertion holes 43 of side walls 15 .
- the margins of side walls 15 are moulded in such a way, that side wall 15 does not project beyond margin 17 of surface unit 10 when a side wall 15 is joined to a surface unit 10 .
- Covers 35 are provided so that openings 23 , 23 ′ (see FIGS. 2 and 3 ) can be sealed.
- FIGS. 1 to 3 , 5 and 6 are presented again in section as schematic diagrams in FIGS. 7 to 10 (similar to FIG. 2 ).
- FIG. 7 illustrates two surface units 10 inserted into one another.
- Height D S thus arising, that is to say the stacking height, is only slightly greater relatively than the height of a single surface unit plus the height of spacers 20 , 20 ′.
- one surface unit 10 is turned relative to the other surface unit 10 such that the arrangement illustrated in FIG. 8 is created.
- a spacer 20 having a plug end section 21 on its upper margin, opposes a spacer 20 ′, having a socket end section 22 .
- These end sections may—as illustrated in FIG. 9 —be inserted into one another such that then surface units 10 form a base unit 11 on the one hand and a top unit 12 on the other.
- teeth 24 on the one hand and notches 25 on the other are provided in plug end sections 21 and socket end sections 22 , which—as illustrated in FIG.
- FIG. 11 illustrates how the various surface units may be assembled in the manner of a bond. It is apparent from this diagram that top units 12 are installed on base units 11 in an offset manner such that the arrangement of three surface units 10 , 10 ′, 10 ′′ illustrated on the right in FIG. 11 is joined into a single body, which (extending to the left in FIG. 11 ) can be continued indefinitely. This contributes to a significant increase in the stability of such an overall arrangement.
- the surface unit illustrated in FIG. 12 in a view from above similar to that according to FIG. 1 differs from the surface unit previously described in that it is not a “minimum surface unit” but is rather constructed from a total of four such surface units (formed integrally).
- a series of breakaway sections 13 is provided in surface unit 10 according to FIGS. 12 to 14 which, although covered by way of grids like remaining surface unit 10 , can nevertheless be broken away from the surrounding material.
- Such openings are used as inspection accesses to the interior of the drainage bodies.
- load elements 30 are provided which may be placed on such breakaway sections 13 that have been broken out.
- These load distribution elements 30 have a pipe section 31 that may be cut to size, which may be sealed at its top end by means of a conventional (cast) cover (not illustrated) such that an inspection opening 34 is formed after removal of the cover.
- support arms 32 are provided, which are used to transmit forces acting on the top end (or on the cover positioned on it) to surface unit 10 over as wide an area as possible.
- FIG. 15 shows an assembly of a plurality of surface units according to FIG. 12 . Illustrated on the left-hand side of FIG. 15 is a base unit 11 , on the right is a top unit 12 . If one flips top unit 12 over on to base unit 11 such that plug fastening sections 21 insert into socket fastening sections 22 , a drainage body is created which by means of assembly in the manner of a bond is extremely stable per se even without additional bonding of base unit 11 and top unit 12 forming surface units 10 .
- FIGS. 16 to 19 disclose various examples of how the “apposing” fastening devices, that is to say plug fastening devices 21 and socket fastening devices 22 , are to be disposed so that on the one hand the surface units can form both base units and also top units and on the other hand assembly can be carried out in the manner of a bond.
- FIGS. 20 to 23 a further embodiment of the invention is described in more detail on the basis of FIGS. 20 to 23 .
- individual surface units respectively, drainage bodies are shown which are assembled from individual surface units. From the preceding explanations it follows, however, that such individual elements can be integrated in a manner of a bond with other individual elements to larger drainage bodies.
- the surface units, respectively, drainage bodies according to FIGS. 20 to 23 differ from the preceding embodiments, first of all, in that the spacers do not have a smooth surface but are provided with corrugations 26 , respectively, wave-shaped circumferential surfaces. Thereby, significantly increased stability results in particular against transverse loads and against buckling, respectively, bending.
- the side walls have side wall supports 18 , which in the assembled state (see FIGS. 22 and 23 ), produce a support of the side walls 15 at the spacers. Reference is also made to FIGS. 8 and 9 which show in principle how such a support functions.
- the surface units 10 and the side wails 15 are constructed as honeycomb structures and thereby offer good water permeability, on the one hand, and a high stability, on the other hand.
- the surface units 10 and the side walls 15 finally, have breakaway sections 13 , already described above, through which pipe connections can be carried out or inspection openings can be created.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- Mechanical Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Retaining Walls (AREA)
- Centrifugal Separators (AREA)
- External Artificial Organs (AREA)
- Sink And Installation For Waste Water (AREA)
- Road Paving Structures (AREA)
Abstract
Description
- The invention relates to a drainage body according to the preamble of claim 1.
- It should be mentioned at this point that the invention also relates to a drainage unit that comprises a plurality of such drainage bodies and in addition to further structures associated herewith.
- The sealing of surfaces significantly impairs the groundwater balance. In addition to this, the surface and groundwater runoff must be diverted and fed to sewage treatment plants. Seepage structures, which are comprised of such drainage elements, are constructed to counteract this problem. Such drainage elements are disclosed, for example, in the following printed documents:
DE 20 2005 010 090 U1; DE 202 21 567 U1; DE 10 2005 056 131 A1; EP 162 60 640 B1; DE 43 04 609 A1, EP 0 787 865131; EP 09 43 737 B1; EP 1 416 099 B1; DE 697 00 174 T2; DE 299 24 050 U1; EP 1 469 133 A2; EP 1 887 145 A1; EP 1 452 653 B1. These known drainage elements or seepage systems are only stable to a limited extent. Moreover, there exists a considerable problem with regard to transport and storage, as on the one hand the drainage units should have a reservoir volume that is as large as possible but on the other hand it is precisely this that increases the storage and stacking volume. - DE 201 05 694 U1 discloses a water reservoir and retention system that is constructed from perforated bowls with side walls extending in a frusto-pyramid shape. This ensures good stackability. However, the disclosed system is then and only then suitable to take higher loads if the individual elements are relatively small. Moreover, it is not possible to construct units that conduct water from a plurality of such water reservoir boxes.
- From EP 0 612 888 A1 discloses the use of specific moulds or casting equipment for the construction of water drainage systems. However, the method described therein is expensive and complex.
- The object of the invention is to develop a drainage body according to EP 1 452 653 B1 to the effect that a high level of stability is assured.
- This object is achieved by a drainage body according to claim 1.
- In particular, this object is achieved by a drainage body having at least two substantially identically shaped surface units, that is a base unit and a substantially identically shaped top unit, which are combinable with one another an installation spacing by way of spacers, whereby the spacers are disposed on the surface units in such a manner that the base units and the top units can be laid overlapping one another in the manner of a masonry bond.
- This special moulding of the spacers ensures that the surface units stand considerably more stably on top of one another. As a result, not only is it possible for higher loads to be absorbed from the surface but it is also possible to construct seepage systems that are still stable and which (temporarily) store a larger volume of water.
- Preferably, the spacers essentially have, for example, a frusto-conical or frusto-pyramid shape with a circumscribed cross-sectional area which becomes smaller as its distance from the surface units increases.
- It is particularly advantageous if a plurality of surface units are interlockingly stackable. Moreover, due to the formation of the surface units in such a manner that base and top consist of identical components, storage and transport is in turn improved and the effort involved in manufacture is reduced.
- The spacers are preferably formed as hollow bodies having an internal cross-section that is congruent with the external cross-section in such a way that the spacers are insertable inside one another when stacking. Thus when stacked the spacers do not sit adjacent to one another but rather inside one another such that larger groups of surface units form stable packages. Preferably, the spacers are formed as hollow bodies and are moulded integrally with the surface units.
- The spacers preferably have plug/socket fastening sections distributed in such a manner that they engage in one another in the installed condition. This brings about a further increase in the stability of surface units stacked on top of one another. In this case, the surface units are interlockingly stackable in such a manner that the installation spacing of the surface units is considerably larger than their spacing in the stacked condition. Alternatively, the one, e.g. the socket fastening sections, may also be provided in the surface units while the other fastening sections are located on the spacers.
- The spacers preferably have locking devices for mutual interlocking of the spacers with one another or for interlocking of the spacers with the surface units in the installed condition. As a result, one each of a base and an associated top already form stable units which can thus be constructed into larger “double bases”.
- The surface units preferably also have breakaway sections for the formation of inspection openings, whereby preferably load distribution elements are provided in the inspection opening for fitting and supporting an inspection cover. In this way even major seepage systems can be cleaned from time to time in such a manner that the sludges and fine materials which prevent seepage can be flushed out and extracted by means of suction.
- The spacers clue to their conical shape already have a very high stability in respect of bending and buckling. Preferably, stiffening portions are attached to the spacers on their circumferential surfaces, however, which further increase stability. In particular, the outer surfaces are provided with corrugations which run parallel to the longitudinal axes of the spacers. As a whole, wave-like surface units are created similar to a “pudding mould”. A significant increase in the stability of the spacers is thereby achieved in a simple manner, particularly in relation to shearing forces.
- Preferably, side walls are provided which are designed such that they may be attached to combine with each other at the base units and at the top units. Thus, structures completely enclosed circumferentially up to water penetration openings may be formed which can be installed as hollow bodies in the ground.
- Especially advantageous is when the side walls have side wall supports which become engaged with the spacers after joining the side walls to the base units and to the top units to support the side walls. Forces acting on the side walls are thereby passed to the spacers so that a significant stiffening of the side walls can be achieved via the spacers already present.
- The surface units preferably have in particular joining devices on the margins for horizontal and/or vertical joining to other surface units and/or for attaching side walls. These joining devices are preferably designed such that, for example, two surface units may be placed on top of one another and joined to one another so that it is possible to construct systems of any height. Moreover, the surface units may be joined to one another horizontally such that it is essentially possible to construct surfaces of any size and any shape. Finally, walls may be inserted on the margins such that overall large-volume hollow bodies are created. The wall elements may also be used for stabilisation in the vertical direction.
- The joining devices are preferably formed in this case such that the surface units have margins free from protrusions. This ensures that said systems are constructed without gaps which improves the stability of the systems.
- The spacers may be provided as separate elements. Preferably, however, the spacers are formed as hollow bodies and are moulded integrally with the surface units. This measure opens up a particularly cost-effective opportunity for manufacturing the drainage bodies in plastic using manufacturing processes known per se.
- Preferably, a plurality of additional elements is provided with which the drainage bodies may be constructed into drainage systems. These include in particular cover elements that are provided for covering openings in the surface units. These, for example, are openings in the region of the supporting elements formed as hollow bodies. That is to say, if the spacers formed as hollow bodies have openings for allowing water that is intended to seep away to pass through, then the cover elements provided for them are also provided with openings such that the water that is intended to seep away can also penetrate through these covers into the surrounding soil.
- It is then possible to construct individual, box-shaped drainage bodies and to assemble these bodies into larger units via the joining devices located on their margins. Increased stability, however, arises in particular when the base and top units are assembled in a bond in the manner of a masonry bond. For this the spacers and/or the plug fastening sections and the socket fastening sections are disposed in such a manner on the surface units that the base units and the top units may be laid so as to be overlapping one another. It is possible to lay the individual units under an angle of 90°. The advantages of such a manner of laying correspond to those which are known from the construction of masonry bonds. Such an arrangement arises in particular if the following rules are observed;
- a) The arrangement of fastening sections each identically formed on one half of the surface unit is laterally reversed in respect of a diagonal of this half of the surface unit;
- b) The arrangement of the fastening sections is mirrored in respect of a first area bisector of the surface unit;
- c) In respect of a second area bisector of the surface unit, the arrangement of the fastening sections is inverted such that in each case the other fastening section is located in a mirrored position.
- It emerges from the above that a drainage system is also claimed which includes a plurality of drainage bodies of the type described. This drainage system comprises base units which are combined with top units so as to overlap one another in the manner of a masonry bond.
- Preferred embodiments of the invention will be explained subsequently in greater detail on the basis of drawings. The drawings show:
-
FIG. 1 a view from above onto a surface unit in a view corresponding to line I-I fromFIG. 2 , -
FIG. 2 a section through the surface unit according toFIG. 1 along line II-II fromFIG. 1 , -
FIG. 3 a view from below onto a surface unit according toFIG. 1 in a view along line III-III fromFIG. 2 , -
FIG. 4 a view from above onto a cover for covering an opening as it is shown inFIGS. 1 to 3 , -
FIG. 5 a partial view of a wall element, -
FIG. 6 a view onto the surface unit according toFIGS. 1 to 3 in a view along line VI-VI fromFIG. 1 , -
FIGS. 7 to 9 sectional views corresponding toFIG. 2 on to two surface units in various conditions, that is to say stacked (FIG. 7 ) in a condition shortly before assembly (FIG. 8 ) and in the assembled condition (FIG. 9 ), -
FIG. 10 an enlarged view of region X fromFIG. 9 , -
FIG. 11 a diagrammatic illustration for the assembly of top units on base units in a bonded manner, -
FIG. 12 a view from above corresponding to that according toFIG. 1 but on to a different embodiment of the invention, -
FIG. 13 a lateral view of a load distribution element, -
FIG. 14 a view from below according toFIG. 13 along line XIV-XIV fromFIG. 13 . -
FIG. 15 a view from above onto a group of surface units according toFIG. 12 that have been assembled into a base unit and a group of such surface units that have been assembled into a top unit and may be flipped over onto the base unit, -
FIGS. 16 to 19 schematic illustrations of arrangements of plug and socket fastening sections. -
FIGS. 20 and 21 to perspective views of a further embodiment of the surface units, -
FIG. 22 a completed drainage body with two open side walls and -
FIG. 23 a partially cut drainage body similar to that ofFIG. 22 . - The same reference numerals are used in the following description for identical parts and parts acting in an identical manner.
- The surface unit Illustrated in
FIGS. 1 to 6 is so to speak a “minimum element”, which, assurface unit 10, has a grid structure projecting from which frusto-conical spacers spacers Spacer 20 has aplug end section 21 andspacer 20′ asocket end section 22. In this case, these end sections are dimensioned such that aplug end section 21 is insertable intosocket end section 22 so as to fit. - Moreover, spacers 20, 20′ have congruent internal and external cross-sections such that they are insertable into one another.
- Moreover,
surface units 10 havemargins 17 which are continuously moulded in such a manner that on placingsurface units 10 next to one another they lie adjacently substantially without a gap. - in order to combine adjacently positioned
surface units 10 with one another, retaininggrooves 41 are provided in the marginal regions of the surface units into which joining studs 42 (seeFIG. 3 ) are insertable. A joiningstud 42 thus sits in two retaininggrooves 41 that are adjacent to one another when twoadjacent surface units 10 are in the assembled condition. So that it is also possible to place twosurface units 10 on top of one another (wherebyspacers 20 then project in opposing directions), further joining studs 42 (not shown in the Figures) are illustrated, having only half the cross-section of a joiningstud 42 illustrated here, such that the joining stud does not then protrude beyondmargin 17 ofsurface units 10 lying on top of one another. If two such groups ofsurface units 10, which are lying on top of one another, are to be joined to one another on all sides, then joining studs are provided for this purpose having twice the height of those joining studs which are used merely for “horizontal joining” ofsurface units 10. - So as to be able to attach side walls 15 (see
FIG. 5 ),surface units 10 havemarginal grooves 16 on one hand and insertion pins 44 on the other, which are insertable in insertion holes 43 ofside walls 15. In this case, the margins ofside walls 15 are moulded in such a way, thatside wall 15 does not project beyondmargin 17 ofsurface unit 10 when aside wall 15 is joined to asurface unit 10. - Covers 35 (see
FIG. 4 ) are provided so thatopenings FIGS. 2 and 3 ) can be sealed. - The surface units illustrated in
FIGS. 1 to 3 , 5 and 6 are presented again in section as schematic diagrams inFIGS. 7 to 10 (similar toFIG. 2 ). In this case,FIG. 7 illustrates twosurface units 10 inserted into one another. Height DS thus arising, that is to say the stacking height, is only slightly greater relatively than the height of a single surface unit plus the height ofspacers - In order to attach two
surface units 10 to one another to form a drainage body, onesurface unit 10 is turned relative to theother surface unit 10 such that the arrangement illustrated inFIG. 8 is created. Thus in this case, aspacer 20, having aplug end section 21 on its upper margin, opposes aspacer 20′, having asocket end section 22. These end sections may—as illustrated in FIG. 9—be inserted into one another such that then surfaceunits 10 form abase unit 11 on the one hand and atop unit 12 on the other. Here,teeth 24 on the one hand andnotches 25 on the other are provided inplug end sections 21 andsocket end sections 22, which—as illustrated in FIG. 10—interlock such thatbase unit 11 is joined totop unit 12 by way ofspacers surface units 10, when joined to one another by way ofspacers 20 and interlockingdevices -
FIG. 11 illustrates how the various surface units may be assembled in the manner of a bond. It is apparent from this diagram thattop units 12 are installed onbase units 11 in an offset manner such that the arrangement of threesurface units FIG. 11 is joined into a single body, which (extending to the left inFIG. 11 ) can be continued indefinitely. This contributes to a significant increase in the stability of such an overall arrangement. - The surface unit illustrated in
FIG. 12 in a view from above similar to that according toFIG. 1 differs from the surface unit previously described in that it is not a “minimum surface unit” but is rather constructed from a total of four such surface units (formed integrally). - Moreover, a series of
breakaway sections 13 is provided insurface unit 10 according toFIGS. 12 to 14 which, although covered by way of grids like remainingsurface unit 10, can nevertheless be broken away from the surrounding material. Such openings are used as inspection accesses to the interior of the drainage bodies. Once such drainage bodies are installed in the ground, that is to say are covered with a layer of soil,load elements 30 are provided which may be placed onsuch breakaway sections 13 that have been broken out. These loaddistribution elements 30 have apipe section 31 that may be cut to size, which may be sealed at its top end by means of a conventional (cast) cover (not illustrated) such that aninspection opening 34 is formed after removal of the cover. At the bottom end ofload distribution element 30support arms 32 are provided, which are used to transmit forces acting on the top end (or on the cover positioned on it) tosurface unit 10 over as wide an area as possible. - It should be pointed out at this point that the details described previously, such as, for example, joining
devices FIGS. 12 to 14 but are not illustrated for reasons of simplifying the drawing. - It emerges from the above that using
surface units 10 presented here and theirspacers 20 it is possible to create any number of spaces and channels that are only terminated on their external contours by side walls 15 (seeFIG. 5 ). If one wants to increase the stability of the bodies thus created, then side walls may also be attached inside them. -
FIG. 15 shows an assembly of a plurality of surface units according toFIG. 12 . Illustrated on the left-hand side ofFIG. 15 is abase unit 11, on the right is atop unit 12. If one flipstop unit 12 over on tobase unit 11 such thatplug fastening sections 21 insert intosocket fastening sections 22, a drainage body is created which by means of assembly in the manner of a bond is extremely stable per se even without additional bonding ofbase unit 11 andtop unit 12 formingsurface units 10. -
FIGS. 16 to 19 disclose various examples of how the “apposing” fastening devices, that is to sayplug fastening devices 21 andsocket fastening devices 22, are to be disposed so that on the one hand the surface units can form both base units and also top units and on the other hand assembly can be carried out in the manner of a bond. - In the following, a further embodiment of the invention is described in more detail on the basis of
FIGS. 20 to 23 . In these drawings, individual surface units, respectively, drainage bodies are shown which are assembled from individual surface units. From the preceding explanations it follows, however, that such individual elements can be integrated in a manner of a bond with other individual elements to larger drainage bodies. - The surface units, respectively, drainage bodies according to
FIGS. 20 to 23 differ from the preceding embodiments, first of all, in that the spacers do not have a smooth surface but are provided withcorrugations 26, respectively, wave-shaped circumferential surfaces. Thereby, significantly increased stability results in particular against transverse loads and against buckling, respectively, bending. - The side walls have side wall supports 18, which in the assembled state (see
FIGS. 22 and 23 ), produce a support of theside walls 15 at the spacers. Reference is also made toFIGS. 8 and 9 which show in principle how such a support functions. Through this construction, a significant increase in the stability of the drainage body and an increase in the resilience is ensured against lateral loads. - Furthermore, it can be seen from
FIGS. 20 to 23 that thesurface units 10 and the side wails 15 are constructed as honeycomb structures and thereby offer good water permeability, on the one hand, and a high stability, on the other hand. Thesurface units 10 and theside walls 15, finally, havebreakaway sections 13, already described above, through which pipe connections can be carried out or inspection openings can be created. -
-
- 10 Surface unit
- 11 Base unit
- 12 Top unit
- 13 Breakaway section
- 15 Side wall
- 16 Marginal groove
- 17 Margin
- 18 Side wall support
- 20, 20′ Spacer
- 21 Plug fastening section
- 22 Socket fastening section
- 23, 23′ Opening
- 24 Toothing
- 25 Notch
- 26 Stiffening corrugation
- 30 Load distribution element
- 31 Pipe section
- 32 Supporting arm
- 34 Inspection opening
- 35 Cover
- 41 Retaining groove
- 42 Joining stud
- 43 Insertion hole
- 44 Insertion pin
- DE Installation distance
- DS Stacking distance
Claims (14)
Applications Claiming Priority (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102009048309 | 2009-10-05 | ||
DE102009048309.8 | 2009-10-05 | ||
DE102009044412.2 | 2009-11-04 | ||
DE102009044412A DE102009044412A1 (en) | 2009-10-05 | 2009-11-04 | trench body |
PCT/EP2010/064795 WO2011042415A1 (en) | 2009-10-05 | 2010-10-05 | Drainage body |
Publications (1)
Publication Number | Publication Date |
---|---|
US20120255624A1 true US20120255624A1 (en) | 2012-10-11 |
Family
ID=43705515
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/500,231 Abandoned US20120255624A1 (en) | 2009-10-05 | 2010-10-05 | Drainage body |
Country Status (19)
Country | Link |
---|---|
US (1) | US20120255624A1 (en) |
EP (1) | EP2470722B1 (en) |
CN (1) | CN102575445B (en) |
AU (1) | AU2010305511B2 (en) |
BR (1) | BR112012006751B1 (en) |
CA (1) | CA2776567C (en) |
DE (2) | DE102009044412A1 (en) |
DK (1) | DK2470722T3 (en) |
ES (1) | ES2745991T3 (en) |
HR (1) | HRP20191712T1 (en) |
HU (1) | HUE045331T2 (en) |
LT (1) | LT2470722T (en) |
NZ (1) | NZ599178A (en) |
PL (1) | PL2470722T3 (en) |
PT (1) | PT2470722T (en) |
RS (1) | RS59272B1 (en) |
RU (1) | RU2540112C2 (en) |
SI (1) | SI2470722T1 (en) |
WO (1) | WO2011042415A1 (en) |
Cited By (27)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014009457A (en) * | 2012-06-28 | 2014-01-20 | Takiron Co Ltd | Filling member for underground water tank |
US20140291221A1 (en) * | 2011-11-09 | 2014-10-02 | Frankische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Drainage trench unit and transport unit formed from such drainage trench units |
US20140369757A1 (en) * | 2012-01-24 | 2014-12-18 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage body surface unit |
US20150016874A1 (en) * | 2012-01-24 | 2015-01-15 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage body connecting element |
FR3011855A1 (en) * | 2013-10-16 | 2015-04-17 | Nidaplast Honeycombs | HALF-STORAGE MODULE FOR RETENTION BASIN |
US20150174881A1 (en) * | 2013-12-20 | 2015-06-25 | C&D Zodiac, Inc. | Rf node welding of corrugated honeycomb core |
JP2015218447A (en) * | 2014-05-14 | 2015-12-07 | 株式会社 林物産発明研究所 | Space filling body |
US9303365B2 (en) * | 2013-04-04 | 2016-04-05 | Strata Innovations Pty Limited | Modular cell and matrix for supporting a load bearing feature |
JP2016050453A (en) * | 2014-09-02 | 2016-04-11 | 株式会社 林物産発明研究所 | Male-female joint for block |
JP2017089137A (en) * | 2015-11-04 | 2017-05-25 | 株式会社 林物産発明研究所 | Table-like member connecting plate materials through flexible piece on flat plate part, and rainwater outflow suppression facility using the same |
JP2017166298A (en) * | 2016-03-18 | 2017-09-21 | 株式会社 林物産発明研究所 | Storage infiltration facility for rain water and the like |
US20170292260A1 (en) * | 2014-09-19 | 2017-10-12 | Wavin B.V. | A plastic infiltration unit, a system comprising a plurality of plastic infiltration units, a method of manufacturing an injection molded plastic pillar for an infiltration unit, a plastic base plate for use with a plastic infiltration unit, and a plastic infiltration system for deployment underground comprising a plastic infiltration unit |
WO2018114039A1 (en) * | 2016-12-19 | 2018-06-28 | Rehau Ag + Co | Blind drain-semimember |
WO2018143808A1 (en) | 2017-02-03 | 2018-08-09 | Hill Innovations B.V. | Drainage blocks for dikes or urban settings |
US20180327995A1 (en) * | 2017-05-15 | 2018-11-15 | Glen Raven, Inc. | Reinforcement unit and methods for creating a footing for supporting a structure |
US10132069B2 (en) * | 2014-09-19 | 2018-11-20 | Wavin B.V. | Plastic infiltration unit, a system comprising a plurality of plastic infiltration units |
JP2019138079A (en) * | 2018-02-13 | 2019-08-22 | 株式会社 林物産発明研究所 | Storage space for construction of storage tank of rainwater outflow suppression facility |
US10415260B2 (en) | 2017-11-13 | 2019-09-17 | Strata Innovations Pty Limited | Structural cells, matrices and methods of assembly |
US20200032500A1 (en) * | 2017-03-09 | 2020-01-30 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Drain trench body and center plate |
US10808391B2 (en) | 2017-03-09 | 2020-10-20 | ACO Severin Ahlmann GmbH & Co. Kommanditgesellschaft | Trenching unit, trenching body and insert |
USD910209S1 (en) | 2017-08-24 | 2021-02-09 | Glen Raven, Inc. | Support footing |
US11041297B2 (en) * | 2019-11-15 | 2021-06-22 | Pre-Con Products | Water management system and methods |
US20210388581A1 (en) * | 2018-11-13 | 2021-12-16 | Aco Severin Ahlmann Gmbh & Co Kommandit Gesellschaft | Drainage system and drain |
US11208780B2 (en) * | 2020-05-26 | 2021-12-28 | Bh Perpetual Holdings, Llc | Mat especially adapted for use with a subsurface fluid and particulate container system |
US20220023778A1 (en) * | 2020-07-27 | 2022-01-27 | Pre-Con Products | Double-Filter Basket for StormWater Retention System Drain |
US20230116524A1 (en) * | 2021-10-07 | 2023-04-13 | Advanced Drainage Systems, Inc | Stormwater management crate assembly with tapered columns |
US20230220658A1 (en) * | 2020-06-15 | 2023-07-13 | Geoplast Spa | Improved modular element for making underground structures for basins designed to manage meteoric waters or underground structures for retaining soil |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202010016295U1 (en) * | 2010-12-07 | 2012-03-12 | Rehau Ag + Co | Structural body for a rigging system and rigging system |
KR101141308B1 (en) | 2011-06-30 | 2012-07-11 | 이상우 | Permeatable rain storage system |
DE102012100555B4 (en) | 2012-01-24 | 2017-11-09 | Aco Severin Ahlmann Gmbh & Co. Kg | cover element |
DE202013101338U1 (en) * | 2013-03-27 | 2014-07-04 | Rehau Ag + Co | trench system |
CN103882910A (en) * | 2014-03-15 | 2014-06-25 | 江苏劲驰环境工程有限公司 | Combined type rain water storing device and assembling method thereof |
CN103924631B (en) * | 2014-04-24 | 2016-06-15 | 安徽绿建科技有限公司 | Multipurpose integrated plastic supports module and splicing structure thereof |
DE202016107113U1 (en) * | 2016-12-19 | 2018-03-21 | Rehau Ag + Co | Rigolenhalbelement |
NL2021404B1 (en) | 2018-07-27 | 2020-01-31 | Wavin Bv | A system and a method for building a road |
CN111663633A (en) * | 2019-03-08 | 2020-09-15 | 天昇电器工业株式会社 | Rainwater storage and infiltration facility |
WO2020185252A1 (en) | 2019-03-08 | 2020-09-17 | Brentwood Industries, Inc. | Storm water drain tank modules and assembly |
DE102019132119A1 (en) * | 2019-11-27 | 2021-05-27 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Channel system, cover unit and safety element |
NL2024531B1 (en) * | 2019-12-20 | 2021-09-08 | Wavin Bv | A plastic infiltration unit |
EP3919696A1 (en) * | 2020-06-05 | 2021-12-08 | Nowasteworld S.r.l. | A modular block for filling underground basins and basin produced with these modular blocks |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5256007A (en) * | 1991-06-21 | 1993-10-26 | Robert Imhoff | Ground support system |
DE4304609A1 (en) * | 1992-04-24 | 1993-12-02 | Yugen Kaisha Clean Up System T | Shaped body for drainage treatment to prepare the substrate for planting trees and the associated storage and flushing system |
EP0612888A1 (en) * | 1991-06-04 | 1994-08-31 | Marshall, Richard | Improvements in or relating to cores for drainage elements or the like and method of manufacturing same |
US5916104A (en) * | 1996-01-30 | 1999-06-29 | Chantal Boissie | Box, an insulating system, and a ground drainage system |
US6802668B2 (en) * | 2002-10-16 | 2004-10-12 | Alton F. Parker | Subterranean drainage system |
US6962464B1 (en) * | 2004-04-21 | 2005-11-08 | Jui Wen Chen | Method for constructing a water resource recycling system |
EP1607535A1 (en) * | 2004-06-18 | 2005-12-21 | Wavin B.V. | Infiltration block |
JP2008231681A (en) * | 2007-03-16 | 2008-10-02 | Gifu Plast Ind Co Ltd | Structural member for water storage tank |
US20110255921A1 (en) * | 2010-04-20 | 2011-10-20 | Polyguard Products, Inc. | Water retention cell structures |
US8132771B2 (en) * | 2005-08-17 | 2012-03-13 | Anheuser-Busch Companies, Inc. | Portable spacing member |
US20140291221A1 (en) * | 2011-11-09 | 2014-10-02 | Frankische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Drainage trench unit and transport unit formed from such drainage trench units |
US20150292206A1 (en) * | 2012-10-31 | 2015-10-15 | Scheys Beton | Stackable concrete block and method for the manufacturing thereof |
Family Cites Families (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2521374A1 (en) | 1975-05-14 | 1976-12-02 | Rosemeier Kg | Element for draining, irrigating, ventilating and heating - with light wt. low structural height and resistance to press. and rotting |
ATE65815T1 (en) * | 1986-04-09 | 1991-08-15 | Humberto Urriola | CELLULAR STRUCTURE. |
DE69700174T2 (en) * | 1996-01-30 | 1999-11-04 | Boissie, Chantal | Box and system for thermal insulation and floor drainage |
NL1008627C2 (en) | 1998-03-18 | 1999-09-21 | Wavin Bv | Irrigation and / or drainage tray. |
DE29924050U1 (en) * | 1998-03-18 | 2001-10-25 | Wavin B.V., Zwolle | Irrigation and / or drainage box |
JP2002115278A (en) | 2000-10-05 | 2002-04-19 | Shinichiro Hayashi | Storage device for water |
DE20105694U1 (en) | 2001-03-31 | 2001-10-11 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Water storage and retention system |
DE10123754A1 (en) | 2001-05-16 | 2002-12-05 | Kirchner Fraenk Rohr | Trench arrangement and trench component for its construction |
DE20221567U1 (en) | 2001-05-16 | 2006-08-03 | Fränkische Rohrwerke Gebr. Kirchner GmbH + Co. KG | Drainage trench unit, for underground water drainage systems, is a hollow body with an inspection channel through it, parallel to and at a gap from the base of the body |
CN1429949A (en) * | 2001-12-30 | 2003-07-16 | 李兰英 | Convex water draining plate |
ATE408732T1 (en) | 2002-10-31 | 2008-10-15 | Polypipe Civils Ltd | GROUNDWATER DRAINAGE SYSTEM |
DE20303343U1 (en) * | 2003-03-01 | 2003-06-12 | Hauraton Betonwarenfabrik GmbH & Co. KG, 76437 Rastatt | Drainage system |
GB0308587D0 (en) | 2003-04-14 | 2003-05-21 | Polypipe Civils Ltd | Apparatus and system for through flow of a fluid |
US7080480B2 (en) | 2004-01-15 | 2006-07-25 | Urban Root L.L.C. | Integrated tree root and storm water system |
DE102004038980A1 (en) | 2004-08-10 | 2006-02-23 | Cognis Deutschland Gmbh & Co. Kg | Anti-fogging agent for plastics |
DE102005056131A1 (en) | 2004-11-25 | 2006-07-27 | Heitker Gmbh | Modular drainage device for e.g. sports pitches or roads, comprises injection moulded single piece construction with integral frame and support parts |
CA2596587A1 (en) * | 2005-02-04 | 2007-05-18 | Cubeco Systems Limited | Subsurface stormwater system |
DE202005010090U1 (en) | 2005-06-24 | 2005-09-22 | Hauraton Betonwarenfabrik Gmbh & Co Kg | Drainage element for percolating surface water comprises column elements spaced and arranged in rows |
FR2888591B1 (en) * | 2005-07-13 | 2009-01-16 | Sogemap Injection Sa | CELL AND WATER RECOVERY SYSTEM |
KR100553085B1 (en) | 2005-08-16 | 2006-02-21 | 주식회사 뉴보텍 | Jointed facilities keeping rainwater using block having core |
KR100576508B1 (en) | 2005-08-16 | 2006-05-03 | 주식회사 뉴보텍 | Jointed facilities keeping rainwater using block having core |
GB2440398A (en) | 2006-07-25 | 2008-01-30 | Polypipe Civils Ltd | Ground water system |
GB2453713A (en) * | 2007-09-03 | 2009-04-22 | Univ Coventry | Structural drainage module |
ITFI20090031A1 (en) | 2009-02-19 | 2010-08-20 | Riusa Eu S R L | "MODULAR BLOCK FOR CIVIL WORKS" |
-
2009
- 2009-11-04 DE DE102009044412A patent/DE102009044412A1/en active Pending
-
2010
- 2010-10-05 CN CN201080043913.1A patent/CN102575445B/en active Active
- 2010-10-05 AU AU2010305511A patent/AU2010305511B2/en active Active
- 2010-10-05 RS RSP20191181 patent/RS59272B1/en unknown
- 2010-10-05 HU HUE10766016A patent/HUE045331T2/en unknown
- 2010-10-05 LT LTEP10766016.9T patent/LT2470722T/en unknown
- 2010-10-05 SI SI201031916T patent/SI2470722T1/en unknown
- 2010-10-05 EP EP10766016.9A patent/EP2470722B1/en active Active
- 2010-10-05 WO PCT/EP2010/064795 patent/WO2011042415A1/en active Application Filing
- 2010-10-05 NZ NZ59917810A patent/NZ599178A/en unknown
- 2010-10-05 PL PL10766016T patent/PL2470722T3/en unknown
- 2010-10-05 CA CA2776567A patent/CA2776567C/en active Active
- 2010-10-05 ES ES10766016T patent/ES2745991T3/en active Active
- 2010-10-05 US US13/500,231 patent/US20120255624A1/en not_active Abandoned
- 2010-10-05 DE DE202010018411.8U patent/DE202010018411U1/en not_active Expired - Lifetime
- 2010-10-05 RU RU2012116438/13A patent/RU2540112C2/en active
- 2010-10-05 BR BR112012006751-6A patent/BR112012006751B1/en active IP Right Grant
- 2010-10-05 DK DK10766016.9T patent/DK2470722T3/en active
- 2010-10-05 PT PT107660169T patent/PT2470722T/en unknown
-
2019
- 2019-09-20 HR HRP20191712 patent/HRP20191712T1/en unknown
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0612888A1 (en) * | 1991-06-04 | 1994-08-31 | Marshall, Richard | Improvements in or relating to cores for drainage elements or the like and method of manufacturing same |
US5256007A (en) * | 1991-06-21 | 1993-10-26 | Robert Imhoff | Ground support system |
DE4304609A1 (en) * | 1992-04-24 | 1993-12-02 | Yugen Kaisha Clean Up System T | Shaped body for drainage treatment to prepare the substrate for planting trees and the associated storage and flushing system |
US5916104A (en) * | 1996-01-30 | 1999-06-29 | Chantal Boissie | Box, an insulating system, and a ground drainage system |
US6802668B2 (en) * | 2002-10-16 | 2004-10-12 | Alton F. Parker | Subterranean drainage system |
US6962464B1 (en) * | 2004-04-21 | 2005-11-08 | Jui Wen Chen | Method for constructing a water resource recycling system |
EP1607535A1 (en) * | 2004-06-18 | 2005-12-21 | Wavin B.V. | Infiltration block |
US8132771B2 (en) * | 2005-08-17 | 2012-03-13 | Anheuser-Busch Companies, Inc. | Portable spacing member |
JP2008231681A (en) * | 2007-03-16 | 2008-10-02 | Gifu Plast Ind Co Ltd | Structural member for water storage tank |
US20110255921A1 (en) * | 2010-04-20 | 2011-10-20 | Polyguard Products, Inc. | Water retention cell structures |
US20140291221A1 (en) * | 2011-11-09 | 2014-10-02 | Frankische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Drainage trench unit and transport unit formed from such drainage trench units |
US20150292206A1 (en) * | 2012-10-31 | 2015-10-15 | Scheys Beton | Stackable concrete block and method for the manufacturing thereof |
Cited By (45)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20140291221A1 (en) * | 2011-11-09 | 2014-10-02 | Frankische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Drainage trench unit and transport unit formed from such drainage trench units |
US9506235B2 (en) * | 2011-11-09 | 2016-11-29 | Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Drainage trench unit and transport unit formed from such drainage trench units |
US20140369757A1 (en) * | 2012-01-24 | 2014-12-18 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage body surface unit |
US20150016874A1 (en) * | 2012-01-24 | 2015-01-15 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage body connecting element |
US9708806B2 (en) * | 2012-01-24 | 2017-07-18 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage body surface unit |
US9957987B2 (en) * | 2012-01-24 | 2018-05-01 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage body connecting element |
JP2014009457A (en) * | 2012-06-28 | 2014-01-20 | Takiron Co Ltd | Filling member for underground water tank |
US10045490B2 (en) * | 2013-04-04 | 2018-08-14 | Strata Innovations Pty Limited | Modular cell and matrix for supporting a load bearing feature |
US9303365B2 (en) * | 2013-04-04 | 2016-04-05 | Strata Innovations Pty Limited | Modular cell and matrix for supporting a load bearing feature |
US9775304B2 (en) * | 2013-04-04 | 2017-10-03 | Strata Innovations Pty Limited | Modular cell and matrix for supporting a load bearing feature |
EP2862982A1 (en) | 2013-10-16 | 2015-04-22 | Nidaplast-Honeycombs | Half-module structure for storing groundwater |
FR3011855A1 (en) * | 2013-10-16 | 2015-04-17 | Nidaplast Honeycombs | HALF-STORAGE MODULE FOR RETENTION BASIN |
US20150174881A1 (en) * | 2013-12-20 | 2015-06-25 | C&D Zodiac, Inc. | Rf node welding of corrugated honeycomb core |
JP2015218447A (en) * | 2014-05-14 | 2015-12-07 | 株式会社 林物産発明研究所 | Space filling body |
JP2016050453A (en) * | 2014-09-02 | 2016-04-11 | 株式会社 林物産発明研究所 | Male-female joint for block |
US20170292260A1 (en) * | 2014-09-19 | 2017-10-12 | Wavin B.V. | A plastic infiltration unit, a system comprising a plurality of plastic infiltration units, a method of manufacturing an injection molded plastic pillar for an infiltration unit, a plastic base plate for use with a plastic infiltration unit, and a plastic infiltration system for deployment underground comprising a plastic infiltration unit |
US10808390B2 (en) * | 2014-09-19 | 2020-10-20 | Wavin B.V. | Plastic infiltration unit and system |
US10132069B2 (en) * | 2014-09-19 | 2018-11-20 | Wavin B.V. | Plastic infiltration unit, a system comprising a plurality of plastic infiltration units |
JP2017089137A (en) * | 2015-11-04 | 2017-05-25 | 株式会社 林物産発明研究所 | Table-like member connecting plate materials through flexible piece on flat plate part, and rainwater outflow suppression facility using the same |
JP2017166298A (en) * | 2016-03-18 | 2017-09-21 | 株式会社 林物産発明研究所 | Storage infiltration facility for rain water and the like |
WO2018114039A1 (en) * | 2016-12-19 | 2018-06-28 | Rehau Ag + Co | Blind drain-semimember |
WO2018143808A1 (en) | 2017-02-03 | 2018-08-09 | Hill Innovations B.V. | Drainage blocks for dikes or urban settings |
DE202018006645U1 (en) | 2017-02-03 | 2021-10-12 | Hill Innovations B.V. | Drainage blocks for dykes or in urban areas |
US10808392B2 (en) * | 2017-03-09 | 2020-10-20 | ACO Severin Ahlmann GmbH & Co. Kommanditgesellschaft | Drain trench body and center plate |
US20200032500A1 (en) * | 2017-03-09 | 2020-01-30 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Drain trench body and center plate |
US10808391B2 (en) | 2017-03-09 | 2020-10-20 | ACO Severin Ahlmann GmbH & Co. Kommanditgesellschaft | Trenching unit, trenching body and insert |
US10557247B2 (en) * | 2017-05-15 | 2020-02-11 | Glen Raven, Inc. | Reinforcement unit and methods for creating a footing for supporting a structure |
US20180327995A1 (en) * | 2017-05-15 | 2018-11-15 | Glen Raven, Inc. | Reinforcement unit and methods for creating a footing for supporting a structure |
USD910209S1 (en) | 2017-08-24 | 2021-02-09 | Glen Raven, Inc. | Support footing |
US20210270049A1 (en) * | 2017-11-13 | 2021-09-02 | Strata Innovations Pty Limited | Structural cells, matrices and methods of assembly |
US11634917B2 (en) * | 2017-11-13 | 2023-04-25 | Strata Innovations Pty Ltd | Structural cells, matrices and methods of assembly |
US11008766B2 (en) * | 2017-11-13 | 2021-05-18 | Strata Innovations Pty Limited | Structural cells, matrices and methods of assembly |
US10415260B2 (en) | 2017-11-13 | 2019-09-17 | Strata Innovations Pty Limited | Structural cells, matrices and methods of assembly |
US10718122B2 (en) * | 2017-11-13 | 2020-07-21 | Strata Innovations Pty Limited | Structural cells, matrices and methods of assembly |
US11821222B2 (en) | 2017-11-13 | 2023-11-21 | Strata Innovations Pty Ltd | Structural cells, matrices and methods of assembly |
JP2019138079A (en) * | 2018-02-13 | 2019-08-22 | 株式会社 林物産発明研究所 | Storage space for construction of storage tank of rainwater outflow suppression facility |
JP7190122B2 (en) | 2018-02-13 | 2022-12-15 | 株式会社 林物産発明研究所 | Storage space for building storage tanks for rainwater runoff control facilities |
US20210388581A1 (en) * | 2018-11-13 | 2021-12-16 | Aco Severin Ahlmann Gmbh & Co Kommandit Gesellschaft | Drainage system and drain |
US11851855B2 (en) * | 2018-11-13 | 2023-12-26 | Aco Ahlmann Se & Co. Kg | Drainage system and drain |
US11041297B2 (en) * | 2019-11-15 | 2021-06-22 | Pre-Con Products | Water management system and methods |
US11208780B2 (en) * | 2020-05-26 | 2021-12-28 | Bh Perpetual Holdings, Llc | Mat especially adapted for use with a subsurface fluid and particulate container system |
US20230220658A1 (en) * | 2020-06-15 | 2023-07-13 | Geoplast Spa | Improved modular element for making underground structures for basins designed to manage meteoric waters or underground structures for retaining soil |
US20220023778A1 (en) * | 2020-07-27 | 2022-01-27 | Pre-Con Products | Double-Filter Basket for StormWater Retention System Drain |
US11980835B2 (en) * | 2020-07-27 | 2024-05-14 | Foley Products Company, Llc | Double-filter basket for stormwater retention system drain |
US20230116524A1 (en) * | 2021-10-07 | 2023-04-13 | Advanced Drainage Systems, Inc | Stormwater management crate assembly with tapered columns |
Also Published As
Publication number | Publication date |
---|---|
WO2011042415A1 (en) | 2011-04-14 |
ES2745991T3 (en) | 2020-03-04 |
HRP20191712T1 (en) | 2019-12-13 |
DE102009044412A1 (en) | 2011-04-07 |
DE202010018411U1 (en) | 2016-05-30 |
CA2776567A1 (en) | 2011-04-14 |
RU2540112C2 (en) | 2015-02-10 |
BR112012006751B1 (en) | 2021-01-19 |
BR112012006751A2 (en) | 2020-07-28 |
EP2470722A1 (en) | 2012-07-04 |
CN102575445B (en) | 2015-03-25 |
CA2776567C (en) | 2015-12-22 |
LT2470722T (en) | 2019-09-25 |
SI2470722T1 (en) | 2019-09-30 |
AU2010305511B2 (en) | 2015-08-13 |
PL2470722T3 (en) | 2020-01-31 |
AU2010305511A1 (en) | 2012-04-26 |
RS59272B1 (en) | 2019-10-31 |
RU2012116438A (en) | 2013-11-10 |
EP2470722B1 (en) | 2019-07-03 |
CN102575445A (en) | 2012-07-11 |
HUE045331T2 (en) | 2019-12-30 |
DK2470722T3 (en) | 2019-08-12 |
PT2470722T (en) | 2019-10-01 |
NZ599178A (en) | 2013-11-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2776567C (en) | Drainage body | |
US6736569B2 (en) | Structural modular interconnectable subsoil drainage cell | |
US8292117B2 (en) | Stackable water holding tank | |
US20080044231A1 (en) | Infiltration Block | |
CA2724556A1 (en) | Flexible drainage cell | |
US20230220658A1 (en) | Improved modular element for making underground structures for basins designed to manage meteoric waters or underground structures for retaining soil | |
JP3400439B2 (en) | Rainwater storage / Storage infiltration tank | |
JP5759343B2 (en) | Water tank wall unit | |
WO2012158037A1 (en) | Assembly of tiles for forming a floor | |
JP2007016555A (en) | Constituent member for rain water storage infiltration tank and the rain water storage infiltration tank | |
JP5661392B2 (en) | Water storage facility construction method and water storage unit | |
KR102287339B1 (en) | Multipurpose block | |
JP3999990B2 (en) | Underground water tank | |
JP4933867B2 (en) | Rainwater storage / infiltration facility structural member, rainwater storage / infiltration facility structure, and rainwater storage / infiltration facility using the same | |
JP2005016084A (en) | Rainwater storage/storage-infiltration tank | |
US20100115869A1 (en) | Connecting and plugging element for modular floor construction | |
WO2020041829A1 (en) | "support structure" | |
JP2007085115A (en) | Tub having side wall composed of construction material having strength | |
JP6889655B2 (en) | Storage tank | |
JP4025406B2 (en) | Rainwater seepage pipe | |
JP6924050B2 (en) | Stormwater storage and drainage structure | |
JP2005073587A (en) | Greening unit | |
JP2014109171A (en) | Retaining material and retention and infiltration facility provided with the same | |
KR20120119841A (en) | A water tank | |
EP1840266A1 (en) | Plate-shaped construction element |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: ACO SEVERIN AHLMANN GMBH & CO., KG, GERMANY Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:CANNEY, JAMES;DAU, THOMAS;ELIAS, TIMO;AND OTHERS;SIGNING DATES FROM 20120319 TO 20120402;REEL/FRAME:028444/0902 |
|
STCV | Information on status: appeal procedure |
Free format text: BOARD OF APPEALS DECISION RENDERED |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: DOCKETED NEW CASE - READY FOR EXAMINATION |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: NON FINAL ACTION MAILED |
|
STPP | Information on status: patent application and granting procedure in general |
Free format text: RESPONSE TO NON-FINAL OFFICE ACTION ENTERED AND FORWARDED TO EXAMINER |
|
STCB | Information on status: application discontinuation |
Free format text: EXPRESSLY ABANDONED -- DURING EXAMINATION |