WO2011042415A1 - Rigolenkörper - Google Patents
Rigolenkörper Download PDFInfo
- Publication number
- WO2011042415A1 WO2011042415A1 PCT/EP2010/064795 EP2010064795W WO2011042415A1 WO 2011042415 A1 WO2011042415 A1 WO 2011042415A1 EP 2010064795 W EP2010064795 W EP 2010064795W WO 2011042415 A1 WO2011042415 A1 WO 2011042415A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- units
- spacer elements
- body according
- trench body
- unit
- Prior art date
Links
- 125000006850 spacer group Chemical group 0.000 claims abstract description 50
- 238000009826 distribution Methods 0.000 claims description 8
- 238000007689 inspection Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 239000011324 bead Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 230000000295 complement effect Effects 0.000 claims 2
- 238000003860 storage Methods 0.000 abstract description 7
- 230000007423 decrease Effects 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000010276 construction Methods 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000037303 wrinkles Effects 0.000 description 1
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 trench body according to the preamble of
- the invention also relates to a rigging unit, which consists of a plurality of such trench body and in addition further, associated facilities.
- Leaching systems are only limitedly stable. In addition, there is a significant problem in terms of transportation and warehousing, as the
- Trench units on the one hand should have the largest possible storage volume, but on the other hand just this increases the storage and stacking volume.
- the invention is based on the object, a trench body after
- EP 1 452 653 B1 go on to form that high stability
- a trench body comprising at least two substantially identically shaped surface units, namely a bottom unit and a substantially identically shaped cover unit, which can be connected to one another via spacer elements at an installation distance, wherein the spacer elements are arranged on the surface units, that the
- This special shape of the spacers ensures that the surface units are considerably more stable to each other. This not only allows higher loads to be absorbed from the surface, but also allows for the construction of higher, larger volume of water (inter-) storage infiltration systems that are still stable.
- the spacer elements substantially one, z. B. truncated cone or truncated pyramid shape with a circumscribed
- interlocking is stackable.
- design of the surface units such that the bottom and cover consist of the identical components in turn, the storage and transport improves and reduces the cost of manufacturing.
- the spacer elements are preferably formed as a hollow body with an inner cross-section which is so congruent to the outer cross-section, that the Spacers are stackable in one another.
- the spacer elements are not adjacent to one another during stacking, but rather into one another, so that larger groups of surface units form stable containers in themselves.
- the spacer elements are not adjacent to one another during stacking, but rather into one another, so that larger groups of surface units form stable containers in themselves.
- Spacers formed as a hollow body and together with the
- Unit units formed in one piece.
- the spacing elements preferably have plug / socket fixing sections distributed in such a way that they engage one another in the installed state. This causes a further increase in the stability of stacked surface elements.
- the surface units are stackable in such an intermeshing manner that the installation distance of the surface units is substantially greater than their spacing in the stacked state.
- the socket fixing sections may be provided in the surface units, while the other fixation sections sit on the spacer elements.
- the spacer elements preferably have locking devices for mutually locking the spacer elements together or for locking the spacer elements with the surface units in the installed state.
- the surface units further preferably have Ausbrechabitese for the formation of inspection openings, wherein preferably load distribution elements for
- the spacer elements Due to their conical shape, the spacer elements already have a very high stability with regard to buckling and buckling. Preferably, nevertheless stiffening elements are attached to the spacer elements on their lateral surfaces, which further increase the stability.
- the outer surfaces are provided with beads which extend parallel to the longitudinal axes of the spacer elements.
- side walls are provided, which are designed such that they connect to each other at the bottom units and the cover units
- the side walls have side wall supports which engage with the spacer elements after connecting the side walls to the bottom units and the cover units for supporting the side walls.
- the side walls have side wall supports which engage with the spacer elements after connecting the side walls to the bottom units and the cover units for supporting the side walls.
- the surface units preferably have in particular edge-side
- Connecting means for horizontal and / or vertical connection with other surface units and / or for attaching side walls are preferably designed such that, for example, two surface units can be stacked on one another and connected to one another, so that systems of any desired height can be constructed. Furthermore, the surface units can be connected to each other horizontally, so that essentially arbitrarily large and arbitrarily shaped surfaces can be constructed. Finally, walls can be used at the edge, so that overall large volume
- the wall elements can also be used for stabilization in the vertical direction.
- the connecting devices are in this case preferably designed such that the surface units have projection-free edges. This ensures that the systems mentioned are constructed without gaps, which improves the stability of the systems.
- the spacers may be provided as separate elements.
- the spacer elements are formed as a hollow body and formed integrally with the surface units.
- a particularly cost-effective way is opened to produce the trench body made of plastic in per se known manufacturing process.
- a plurality of additional elements is provided, with which the trench body can be constructed into rig systems. These include in particular cover elements, which are used to cover openings in the
- Area units are provided. For example, these are openings in the area of the support elements designed as hollow bodies.
- the spacers designed as hollow bodies have openings for the passage of water to be seeped
- the cover elements provided for them are also provided with openings, so that the water to be seeped can also penetrate through these lids into the surrounding soil.
- Masonry are known. Such an arrangement results in particular if the following rules are observed: a) The arrangement of respectively identically formed fixing sections on one half of the surface unit is mirror-inverted with respect to a diagonal of this half of the surface unit; b) The arrangement of the fixing portions is relative to a first
- a rigging system which comprises a plurality of trench bodies of the type described.
- This rigging system comprises ground units, with which cover units are connected overlapping each other in the manner of a masonry association.
- FIG. 1 is a plan view of a surface unit in a view corresponding to the line I-I of Fig. 2,
- Fig. 2 is a section through the surface unit of FIG. 1 along the line
- FIG. 3 is a bottom view of a surface unit of FIG. 1 in a view along the line III-III of FIG. 2,
- FIGS. 1 to 3 is a plan view of a lid for covering an opening as shown in FIGS. 1 to 3;
- FIG. 5 is a partial view of a wall element
- Fig. 6 is a view of the surface unit according to FIGS. 1 to 3 in a
- FIG. 7 to 9 are sectional views corresponding to FIG. 2 on two surface units in different states, namely once stacked (FIG. 7) in a state shortly before assembly (FIG. 8) and in FIG.
- FIG. 10 shows an enlarged representation of the region X from FIG. 9, FIG. 11 a schematic representation for the assembly of cover units
- Fig. 12 is a plan view corresponding to that of FIG. 1, but to another
- FIG. 13 is a side view of a load distribution element
- 14 is a bottom view of the load distribution element of FIG. 13 along the line XIV-XIV of FIG. 13;
- FIG. 15 shows a plan view of a group of area units according to FIG. 12 which have been put together to form a floor unit and a group of such area units which have been put together to form a cover unit and can be unfolded onto the floor unit, FIG.
- FIGS. 20 and 21 are two perspective views of another embodiment of FIG.
- FIG. 23 shows a partially cut trench body similar to that according to FIG. 22.
- a "minimal element" which as a surface unit 10 has a lattice structure, of which protruding frustoconical spacer elements 20, 20 'are provided
- Spacer elements 20, 20 ' have differently shaped end portions.
- the spacer element 20 has a plug end section 21 and the spacer element 20 'has a socket end section 22.
- these end sections are dimensioned such that a plug end section 21 can be suitably inserted into a socket end section 22.
- the surface units 10 have edges 17, which are continuously formed in such a way that when the surface units 10 are placed next to one another they lie against each other substantially without gaps.
- connection pins 42 In order to connect the surface units 10 adjacent to each other, retaining grooves 41 are provided in the edge regions of the surface units, in which connection pins 42 (see FIG. 3) can be used. A connecting pin 42 thus sits in the assembled state of two adjoining surface units 10 in two adjoining retaining grooves 41.
- connection pins 42 In order to be able to put two surface units 10 (in which case the spacer elements 20 protrude in opposite directions) are more connecting pin 42 (not shown in the figures) shown, which have only half the cross section of a connecting pin 42 shown here, so that the connecting pin then does not protrude beyond the edge 17 of the superimposed surface portions 10. If two such groups of superimposed surface units 10 are connected to one another on the full-side, connecting pins are provided for this purpose which have twice the height in relation to connecting pins which merely serve for "horizontal connection" of surface units 10.
- Edge units 10 on the one hand edge grooves 16 and on the other hand insertion pin 44 which can be inserted into insertion openings 43 of the side walls 15.
- the edges of the side walls 15 are in this case shaped such that when a side wall 15 is connected to a surface unit 10, the side wall 15 does not protrude beyond the edge 17 of the surface unit 10.
- covers 35 are provided.
- FIGS. 1 to 3, 5 and 6 are shown schematically again in FIGS. 7 to 10 in section (similar to FIG. 2).
- two surface units 10 are inserted into one another in FIG.
- the resulting height D s so the stack height, is only slightly larger than the height of a single
- a surface unit 10 is compared with the other surface unit 10th turned, so that the arrangement shown in Fig. 8 is formed.
- a spacer element 20 which has a plug end section 21 at its upper edge, faces a spacer element 20 'which has a socket end section 22.
- these end sections can be inserted into one another so that the surface units 10 then form a bottom unit 11 on the one hand and a cover unit 12 on the other hand.
- teeth 24 and, on the other hand, notches 25 are provided in the plug end sections 21 and the socket end sections 22, which - as shown in FIG.
- the installation distance D E is considerably greater than the stack spacing D s .
- Fig. 11 is shown how the different area units in the dressing
- the surface unit shown in Fig. 12 in a plan view similar to that of Fig. 1 differs from the surface unit described above first in that it is not a "minimum surface unit", but is composed of a total of four such surface units (one-piece).
- Such openings serve as inspection access to the interior of the trench body.
- Ausbrechabitese 13 can be placed.
- These load distribution elements 30 have a cutaway pipe section 31 which at its upper end by means of a conventional (cast) lid (not shown) can be closed, so that a revision opening 34 is formed after removal of the lid.
- support arms 32 are provided, which serve to transfer forces acting on the upper end (or on the attached cover) as extensively as possible onto the surface unit 10.
- FIG. 12 An assembly of several area units according to FIG. 12 is shown in FIG. On the left side of FIG. 15, a bottom unit 11 is shown, on the right a cover unit 12 is shown. When the lid unit 12 is folded on the floor unit 11, the plug fixing portions 21 are inserted into the socket fixing portions
- FIGS. 16 to 19 Various examples are now shown in FIGS. 16 to 19, such as
- Surface units can form both bottom units and cover units, on the other hand, a mounting in the association can be done.
- the side walls have side wall supports 18, which in the mounted state (see FIGS. 22 and 23) effect a support of the side walls 15 on the spacer elements.
- FIGS. 8 and 9 show in principle how such a support works.
- the surface units 10 and side walls 15 are constructed as honeycomb bodies and thereby offer good water permeability on the one hand and high stability on the other hand.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Hydrology & Water Resources (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Sewage (AREA)
- Retaining Walls (AREA)
- Road Paving Structures (AREA)
- Centrifugal Separators (AREA)
- External Artificial Organs (AREA)
- Sink And Installation For Waste Water (AREA)
Abstract
Description
Claims
Priority Applications (15)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BR112012006751-6A BR112012006751B1 (pt) | 2009-10-05 | 2010-10-05 | corpo de drenagem |
CA2776567A CA2776567C (en) | 2009-10-05 | 2010-10-05 | Drainage body |
US13/500,231 US20120255624A1 (en) | 2009-10-05 | 2010-10-05 | Drainage body |
PL10766016T PL2470722T3 (pl) | 2009-10-05 | 2010-10-05 | Element drenażowy |
DK10766016.9T DK2470722T3 (da) | 2009-10-05 | 2010-10-05 | Drænlegeme |
RU2012116438/13A RU2540112C2 (ru) | 2009-10-05 | 2010-10-05 | Корпус водоотводной канавы |
LTEP10766016.9T LT2470722T (lt) | 2009-10-05 | 2010-10-05 | Drenažo korpusas |
NZ59917810A NZ599178A (en) | 2009-10-05 | 2010-10-05 | Drainage body |
ES10766016T ES2745991T3 (es) | 2009-10-05 | 2010-10-05 | Cuerpo de drenaje |
CN201080043913.1A CN102575445B (zh) | 2009-10-05 | 2010-10-05 | 排水沟体 |
AU2010305511A AU2010305511B2 (en) | 2009-10-05 | 2010-10-05 | Drainage body |
SI201031916T SI2470722T1 (sl) | 2009-10-05 | 2010-10-05 | Telo za odvodnjavanje |
RSP20191181 RS59272B1 (sr) | 2009-10-05 | 2010-10-05 | Drenažno telo |
EP10766016.9A EP2470722B1 (de) | 2009-10-05 | 2010-10-05 | Rigolenkörper |
HRP20191712 HRP20191712T1 (hr) | 2009-10-05 | 2019-09-20 | Drenažno tijelo |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102009048309 | 2009-10-05 | ||
DE102009048309.8 | 2009-10-05 | ||
DE102009044412.2 | 2009-11-04 | ||
DE102009044412A DE102009044412A1 (de) | 2009-10-05 | 2009-11-04 | Rigolenkörper |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2011042415A1 true WO2011042415A1 (de) | 2011-04-14 |
Family
ID=43705515
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2010/064795 WO2011042415A1 (de) | 2009-10-05 | 2010-10-05 | Rigolenkörper |
Country Status (19)
Country | Link |
---|---|
US (1) | US20120255624A1 (de) |
EP (1) | EP2470722B1 (de) |
CN (1) | CN102575445B (de) |
AU (1) | AU2010305511B2 (de) |
BR (1) | BR112012006751B1 (de) |
CA (1) | CA2776567C (de) |
DE (2) | DE102009044412A1 (de) |
DK (1) | DK2470722T3 (de) |
ES (1) | ES2745991T3 (de) |
HR (1) | HRP20191712T1 (de) |
HU (1) | HUE045331T2 (de) |
LT (1) | LT2470722T (de) |
NZ (1) | NZ599178A (de) |
PL (1) | PL2470722T3 (de) |
PT (1) | PT2470722T (de) |
RS (1) | RS59272B1 (de) |
RU (1) | RU2540112C2 (de) |
SI (1) | SI2470722T1 (de) |
WO (1) | WO2011042415A1 (de) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101141308B1 (ko) | 2011-06-30 | 2012-07-11 | 이상우 | 우수 침투 및 저류 시스템 |
EP2592194A1 (de) | 2011-11-09 | 2013-05-15 | FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG | Rigoleneinheit und aus derartigen Rigoleneinheiten gebildete Transporteinheit |
DE102012100555A1 (de) | 2012-01-24 | 2013-07-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Deckelelement |
DE102012100552A1 (de) | 2012-01-24 | 2013-07-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Rigolenkörperflächeneinheit |
DE202013101338U1 (de) * | 2013-03-27 | 2014-07-04 | Rehau Ag + Co | Rigolensystem |
US11492793B2 (en) | 2019-03-08 | 2022-11-08 | Brentwood Industries, Inc. | Storm water drain tank and assembly |
Families Citing this family (34)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202010016295U1 (de) * | 2010-12-07 | 2012-03-12 | Rehau Ag + Co | Strukturkörper für ein Rigolensystem und Rigolensystem |
DE102012100560A1 (de) | 2012-01-24 | 2013-07-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Rigolenkörper-Verbindungselement |
JP6164549B2 (ja) * | 2012-06-28 | 2017-07-19 | タキロンシーアイ株式会社 | 地下水槽用充填部材 |
CN203938946U (zh) * | 2013-04-04 | 2014-11-12 | 斯特拉塔创新有限公司 | 模块化单元和位于承重部件下方的矩阵 |
FR3011855B1 (fr) * | 2013-10-16 | 2017-12-22 | Nidaplast-Honeycombs | Demi-module de stockage pour bassin de retention |
WO2015095736A1 (en) * | 2013-12-20 | 2015-06-25 | C&D Zodiac, Inc. | Rf node welding of corrugated honeycomb core |
CN103882910A (zh) * | 2014-03-15 | 2014-06-25 | 江苏劲驰环境工程有限公司 | 一种组合式雨水储存装置及其装配方法 |
CN103924631B (zh) * | 2014-04-24 | 2016-06-15 | 安徽绿建科技有限公司 | 多用途一体式塑料支撑模块及其拼装结构 |
JP2015218447A (ja) * | 2014-05-14 | 2015-12-07 | 株式会社 林物産発明研究所 | 空間充填体 |
JP2016050453A (ja) * | 2014-09-02 | 2016-04-11 | 株式会社 林物産発明研究所 | ブロックのオスメス継手 |
NL1040958B1 (en) * | 2014-09-19 | 2016-09-29 | Wavin Bv | A plastic infiltration unit, a system comprising a plurality of plastic infiltration units. |
NL1040956B1 (en) * | 2014-09-19 | 2016-09-29 | Wavin Bv | 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 and a plastic base plate. |
JP2017089137A (ja) * | 2015-11-04 | 2017-05-25 | 株式会社 林物産発明研究所 | 平盤部に可撓片を介して板材を接続したテーブル状部材とそれを用いた雨水等の流出抑制施設 |
JP6765624B2 (ja) * | 2016-03-18 | 2020-10-07 | 株式会社 林物産発明研究所 | 雨水等の貯留浸透施設 |
DE202016107113U1 (de) * | 2016-12-19 | 2018-03-21 | Rehau Ag + Co | Rigolenhalbelement |
DE202016107114U1 (de) * | 2016-12-19 | 2018-03-21 | Rehau Ag + Co | Rigolenhalbelement |
NL2018297B1 (en) | 2017-02-03 | 2018-08-28 | Hill Innovations B V | Drainage blocks for dikes or urban settings |
DE102017105002A1 (de) | 2017-03-09 | 2018-09-13 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Rigoleneinheit, Rigolenkörper und Einsatzstück |
DE102017105011A1 (de) * | 2017-03-09 | 2018-09-13 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Rigolenkörper und Mittelplatte |
US10557247B2 (en) * | 2017-05-15 | 2020-02-11 | 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 |
US10415260B2 (en) * | 2017-11-13 | 2019-09-17 | Strata Innovations Pty Limited | Structural cells, matrices and methods of assembly |
JP7190122B2 (ja) * | 2018-02-13 | 2022-12-15 | 株式会社 林物産発明研究所 | 雨水の流出抑制用施設の貯留槽構築用の貯留空間 |
NL2021404B1 (en) | 2018-07-27 | 2020-01-31 | Wavin Bv | A system and a method for building a road |
DE102018128443A1 (de) * | 2018-11-13 | 2020-05-14 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Entwässerungssystem und Rigole |
CN111663633A (zh) * | 2019-03-08 | 2020-09-15 | 天昇电器工业株式会社 | 雨水蓄存及入渗设施 |
US11041297B2 (en) * | 2019-11-15 | 2021-06-22 | Pre-Con Products | Water management system and methods |
DE102019132119A1 (de) * | 2019-11-27 | 2021-05-27 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Rinnensystem, Deckeleinheit und Sicherungselement |
NL2024531B1 (en) * | 2019-12-20 | 2021-09-08 | Wavin Bv | A plastic infiltration unit |
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 |
EP3919696A1 (de) * | 2020-06-05 | 2021-12-08 | Nowasteworld S.r.l. | Ein modularer block zum befüllen von unterirdischen becken und ein mit diesen blöcken hergestelltes becken |
IT202000014176A1 (it) * | 2020-06-15 | 2021-12-15 | Geoplast S P A | Elemento modulare migliorato per realizzare strutture interrate per bacini di gestione delle acque meteoriche o per il contenimento di terreno |
US11980835B2 (en) * | 2020-07-27 | 2024-05-14 | Foley Products Company, Llc | Double-filter basket for stormwater retention system drain |
WO2023059705A1 (en) * | 2021-10-07 | 2023-04-13 | Advanced Drainage Systems, Inc. | Stormwater management crate assembly |
Citations (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2521374A1 (de) * | 1975-05-14 | 1976-12-02 | Rosemeier Kg | Bauelement fuer die draenage, bewaesserung, belueftung und beheizung von flaechen im erd-, grund-, wasser- und heizungsbau |
DE4304609A1 (de) | 1992-04-24 | 1993-12-02 | Yugen Kaisha Clean Up System T | Formkörper zur Dränagebehandlung zur Vorbereitung des Untergrunds zum Pflanzen von Bäumen sowie das dazugehörige Stau- und Spülsystem |
EP0612888A1 (de) | 1991-06-04 | 1994-08-31 | Marshall, Richard | Verbesserungen betreffend Dränmatten oder ähnliches und Verfahren zu ihrer Herstellung |
EP0787865B1 (de) | 1996-01-30 | 1999-04-14 | Boissie, Chantal | Kasten und System zur Wärmedämmung und Bodendränage |
DE69700174T2 (de) | 1996-01-30 | 1999-11-04 | Boissie, Chantal | Kasten und System zur Wärmedämmung und Bodendränage |
DE20105694U1 (de) | 2001-03-31 | 2001-10-11 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Wasserspeicher- und -rückhaltesystem |
DE29924050U1 (de) | 1998-03-18 | 2001-10-25 | Wavin B.V., Zwolle | Bewässerungs- und/oder Drainagekasten |
EP0943737B1 (de) | 1998-03-18 | 2003-06-04 | Wavin B.V. | Kasten zur Irrigation und Drainage |
DE20303343U1 (de) * | 2003-03-01 | 2003-06-12 | Hauraton Betonwarenfabrik GmbH & Co. KG, 76437 Rastatt | Versickerungssystem |
EP1416099A2 (de) * | 2002-10-31 | 2004-05-06 | Polypipe Civils Limited | Grundwasserdrainagesystem |
EP1469133A2 (de) | 2003-04-14 | 2004-10-20 | Polypipe Civils Limited | Vorrichtung und Sytem für Durchfluss einer Flüssigkeit |
US20050155285A1 (en) * | 2004-01-15 | 2005-07-21 | Urban Root L.L.C. | Integrated tree root and storm water system |
DE202005010090U1 (de) | 2005-06-24 | 2005-09-22 | Hauraton Betonwarenfabrik Gmbh & Co Kg | Rigolenelement |
EP1607535A1 (de) * | 2004-06-18 | 2005-12-21 | Wavin B.V. | Versickerungsblock |
DE102005056131A1 (de) | 2004-11-25 | 2006-07-27 | Heitker Gmbh | Sicker- und Drainagekörper aus einzelnen Systemelementen |
DE20221567U1 (de) | 2001-05-16 | 2006-08-03 | Fränkische Rohrwerke Gebr. Kirchner GmbH + Co. KG | Rigoleneinheit |
EP1743984A1 (de) * | 2005-07-13 | 2007-01-17 | Sogemap Injection | Zelle und Wasserrückgewinnungssystem |
WO2007054130A1 (en) * | 2005-02-04 | 2007-05-18 | Cubeco Systems Limited | Subsurface stormwater system |
EP1626064B1 (de) | 2004-08-10 | 2007-10-10 | Cognis Oleochemicals GmbH | Antibeschlagmittel für Kunststoffe |
EP1887145A1 (de) | 2006-07-25 | 2008-02-13 | Polypipe Civils Limited | Kastenförmiges Versickerungselement |
WO2009030896A1 (en) * | 2007-09-03 | 2009-03-12 | Coventry University | Structural modules with absorbent elements for drainage and irrigation |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE65815T1 (de) * | 1986-04-09 | 1991-08-15 | Humberto Urriola | Zellenfoermiges gefuege. |
US5256007A (en) * | 1991-06-21 | 1993-10-26 | Robert Imhoff | Ground support system |
JP2002115278A (ja) | 2000-10-05 | 2002-04-19 | Shinichiro Hayashi | 水の貯留装置 |
DE10123754A1 (de) | 2001-05-16 | 2002-12-05 | Kirchner Fraenk Rohr | Rigolenanordnung sowie Rigolenbauteil zu dessen Aufbau |
CN1429949A (zh) * | 2001-12-30 | 2003-07-16 | 李兰英 | 一种凸起排水板 |
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 |
KR100576508B1 (ko) | 2005-08-16 | 2006-05-03 | 주식회사 뉴보텍 | 보강대가 구비된 블록을 사용한 조립식 빗물저장시설 및 그시공방법 |
KR100553085B1 (ko) | 2005-08-16 | 2006-02-21 | 주식회사 뉴보텍 | 보강대가 구비된 블록을 사용한 조립식 빗물저장시설 및 그시공방법 |
US8132771B2 (en) * | 2005-08-17 | 2012-03-13 | Anheuser-Busch Companies, Inc. | Portable spacing member |
JP5006072B2 (ja) * | 2007-03-16 | 2012-08-22 | 岐阜プラスチック工業株式会社 | 水貯留槽用の構造部材 |
ITFI20090031A1 (it) | 2009-02-19 | 2010-08-20 | Riusa Eu S R L | "blocco modulare per opere civili" |
US8162567B2 (en) * | 2010-04-20 | 2012-04-24 | Polyguard Products, Inc. | Water retention cell structures |
DE102011086016A1 (de) * | 2011-11-09 | 2013-05-16 | Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Rigoleneinheit und aus derartigen Rigoleneinheiten gebildete Transporteinheit |
BE1021487B1 (nl) * | 2012-10-31 | 2015-12-02 | Scheys Beton | Stapelbare betonblok en werkwijze voor het vervaardigen daarvan |
-
2009
- 2009-11-04 DE DE102009044412A patent/DE102009044412A1/de active Pending
-
2010
- 2010-10-05 PT PT107660169T patent/PT2470722T/pt unknown
- 2010-10-05 WO PCT/EP2010/064795 patent/WO2011042415A1/de active Application Filing
- 2010-10-05 ES ES10766016T patent/ES2745991T3/es active Active
- 2010-10-05 CA CA2776567A patent/CA2776567C/en active Active
- 2010-10-05 RU RU2012116438/13A patent/RU2540112C2/ru active
- 2010-10-05 AU AU2010305511A patent/AU2010305511B2/en active Active
- 2010-10-05 EP EP10766016.9A patent/EP2470722B1/de active Active
- 2010-10-05 PL PL10766016T patent/PL2470722T3/pl unknown
- 2010-10-05 DK DK10766016.9T patent/DK2470722T3/da active
- 2010-10-05 HU HUE10766016A patent/HUE045331T2/hu unknown
- 2010-10-05 DE DE202010018411.8U patent/DE202010018411U1/de not_active Expired - Lifetime
- 2010-10-05 CN CN201080043913.1A patent/CN102575445B/zh active Active
- 2010-10-05 LT LTEP10766016.9T patent/LT2470722T/lt unknown
- 2010-10-05 US US13/500,231 patent/US20120255624A1/en not_active Abandoned
- 2010-10-05 BR BR112012006751-6A patent/BR112012006751B1/pt active IP Right Grant
- 2010-10-05 RS RSP20191181 patent/RS59272B1/sr unknown
- 2010-10-05 NZ NZ59917810A patent/NZ599178A/xx unknown
- 2010-10-05 SI SI201031916T patent/SI2470722T1/sl unknown
-
2019
- 2019-09-20 HR HRP20191712 patent/HRP20191712T1/hr unknown
Patent Citations (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2521374A1 (de) * | 1975-05-14 | 1976-12-02 | Rosemeier Kg | Bauelement fuer die draenage, bewaesserung, belueftung und beheizung von flaechen im erd-, grund-, wasser- und heizungsbau |
EP0612888A1 (de) | 1991-06-04 | 1994-08-31 | Marshall, Richard | Verbesserungen betreffend Dränmatten oder ähnliches und Verfahren zu ihrer Herstellung |
DE4304609A1 (de) | 1992-04-24 | 1993-12-02 | Yugen Kaisha Clean Up System T | Formkörper zur Dränagebehandlung zur Vorbereitung des Untergrunds zum Pflanzen von Bäumen sowie das dazugehörige Stau- und Spülsystem |
EP0787865B1 (de) | 1996-01-30 | 1999-04-14 | Boissie, Chantal | Kasten und System zur Wärmedämmung und Bodendränage |
DE69700174T2 (de) | 1996-01-30 | 1999-11-04 | Boissie, Chantal | Kasten und System zur Wärmedämmung und Bodendränage |
DE29924050U1 (de) | 1998-03-18 | 2001-10-25 | Wavin B.V., Zwolle | Bewässerungs- und/oder Drainagekasten |
EP0943737B1 (de) | 1998-03-18 | 2003-06-04 | Wavin B.V. | Kasten zur Irrigation und Drainage |
DE20105694U1 (de) | 2001-03-31 | 2001-10-11 | Hauraton Betonwarenfabrik GmbH & Co KG, 76437 Rastatt | Wasserspeicher- und -rückhaltesystem |
DE20221567U1 (de) | 2001-05-16 | 2006-08-03 | Fränkische Rohrwerke Gebr. Kirchner GmbH + Co. KG | Rigoleneinheit |
EP1416099A2 (de) * | 2002-10-31 | 2004-05-06 | Polypipe Civils Limited | Grundwasserdrainagesystem |
EP1416099B1 (de) | 2002-10-31 | 2008-09-17 | Polypipe Civils Limited | Grundwasserdrainagesystem |
EP1452653B1 (de) | 2003-03-01 | 2006-06-28 | Hauraton Betonwarenfabrik Gmbh & Co. Kg | Versickerungssystem |
DE20303343U1 (de) * | 2003-03-01 | 2003-06-12 | Hauraton Betonwarenfabrik GmbH & Co. KG, 76437 Rastatt | Versickerungssystem |
EP1469133A2 (de) | 2003-04-14 | 2004-10-20 | Polypipe Civils Limited | Vorrichtung und Sytem für Durchfluss einer Flüssigkeit |
US20050155285A1 (en) * | 2004-01-15 | 2005-07-21 | Urban Root L.L.C. | Integrated tree root and storm water system |
EP1607535A1 (de) * | 2004-06-18 | 2005-12-21 | Wavin B.V. | Versickerungsblock |
EP1626064B1 (de) | 2004-08-10 | 2007-10-10 | Cognis Oleochemicals GmbH | Antibeschlagmittel für Kunststoffe |
DE102005056131A1 (de) | 2004-11-25 | 2006-07-27 | Heitker Gmbh | Sicker- und Drainagekörper aus einzelnen Systemelementen |
WO2007054130A1 (en) * | 2005-02-04 | 2007-05-18 | Cubeco Systems Limited | Subsurface stormwater system |
DE202005010090U1 (de) | 2005-06-24 | 2005-09-22 | Hauraton Betonwarenfabrik Gmbh & Co Kg | Rigolenelement |
EP1743984A1 (de) * | 2005-07-13 | 2007-01-17 | Sogemap Injection | Zelle und Wasserrückgewinnungssystem |
EP1887145A1 (de) | 2006-07-25 | 2008-02-13 | Polypipe Civils Limited | Kastenförmiges Versickerungselement |
WO2009030896A1 (en) * | 2007-09-03 | 2009-03-12 | Coventry University | Structural modules with absorbent elements for drainage and irrigation |
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101141308B1 (ko) | 2011-06-30 | 2012-07-11 | 이상우 | 우수 침투 및 저류 시스템 |
EP2592194A1 (de) | 2011-11-09 | 2013-05-15 | FRÄNKISCHE ROHRWERKE GEBR. KIRCHNER GmbH & Co KG | Rigoleneinheit und aus derartigen Rigoleneinheiten gebildete Transporteinheit |
WO2013068541A1 (de) | 2011-11-09 | 2013-05-16 | Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Rigoleneinheit und aus derartigen rigoleneinheiten gebildete transporteinheit |
DE102011086016A1 (de) | 2011-11-09 | 2013-05-16 | Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Rigoleneinheit und aus derartigen Rigoleneinheiten gebildete Transporteinheit |
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 |
US9169630B2 (en) | 2012-01-24 | 2015-10-27 | Aco Severin Ahlmann Gmbh & Co. Kg | Cover element |
AU2013211659B2 (en) * | 2012-01-24 | 2016-02-25 | Aco Ahlmann Se & Co. Kg | Drain trench body areal unit |
WO2013110637A1 (de) | 2012-01-24 | 2013-08-01 | Aco Severin Ahlmann Gmbh & Co. Kg | Deckelelement |
DE102012100555B4 (de) * | 2012-01-24 | 2017-11-09 | Aco Severin Ahlmann Gmbh & Co. Kg | Deckelelement |
CN104066901A (zh) * | 2012-01-24 | 2014-09-24 | 阿考塞弗林阿尔曼有限公司 | 排水主体表面单元 |
DE102012100552A1 (de) | 2012-01-24 | 2013-07-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Rigolenkörperflächeneinheit |
DE102012100552B4 (de) * | 2012-01-24 | 2015-12-31 | Aco Severin Ahlmann Gmbh & Co. Kg | Rigolenkörperflächeneinheit |
WO2013110635A1 (de) | 2012-01-24 | 2013-08-01 | Aco Severin Ahlmann Gmbh & Co. Kg | Rigolenkörperflächeneinheit |
AU2013211661B2 (en) * | 2012-01-24 | 2016-04-14 | Aco Ahlmann Se & Co. Kg | Cover element |
RU2594801C2 (ru) * | 2012-01-24 | 2016-08-20 | Ако Зеверин Альманн Гмбх Унд Ко. Кг | Поверхностный модуль инфильтрационного блока |
RU2600695C2 (ru) * | 2012-01-24 | 2016-10-27 | Ако Зеверин Альманн Гмбх Унд Ко. Кг | Инфильтрационная система |
DE102012100555A1 (de) | 2012-01-24 | 2013-07-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Deckelelement |
US9708806B2 (en) | 2012-01-24 | 2017-07-18 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage body surface unit |
DE202013101338U1 (de) * | 2013-03-27 | 2014-07-04 | Rehau Ag + Co | Rigolensystem |
US11492793B2 (en) | 2019-03-08 | 2022-11-08 | Brentwood Industries, Inc. | Storm water drain tank and assembly |
Also Published As
Publication number | Publication date |
---|---|
CN102575445A (zh) | 2012-07-11 |
CA2776567A1 (en) | 2011-04-14 |
AU2010305511B2 (en) | 2015-08-13 |
CA2776567C (en) | 2015-12-22 |
DK2470722T3 (da) | 2019-08-12 |
EP2470722A1 (de) | 2012-07-04 |
HRP20191712T1 (hr) | 2019-12-13 |
RU2540112C2 (ru) | 2015-02-10 |
PL2470722T3 (pl) | 2020-01-31 |
HUE045331T2 (hu) | 2019-12-30 |
LT2470722T (lt) | 2019-09-25 |
RS59272B1 (sr) | 2019-10-31 |
BR112012006751A2 (pt) | 2020-07-28 |
PT2470722T (pt) | 2019-10-01 |
RU2012116438A (ru) | 2013-11-10 |
AU2010305511A1 (en) | 2012-04-26 |
US20120255624A1 (en) | 2012-10-11 |
EP2470722B1 (de) | 2019-07-03 |
SI2470722T1 (sl) | 2019-09-30 |
NZ599178A (en) | 2013-11-29 |
ES2745991T3 (es) | 2020-03-04 |
DE102009044412A1 (de) | 2011-04-07 |
CN102575445B (zh) | 2015-03-25 |
DE202010018411U1 (de) | 2016-05-30 |
BR112012006751B1 (pt) | 2021-01-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2470722B1 (de) | Rigolenkörper | |
EP2463449B1 (de) | Strukturkörper für ein Rigolensystem und Rigolensystem | |
DE60114178T2 (de) | Strukturelle modulare verbindbare bodendrainagezelle | |
EP2995732B1 (de) | Fassadenrinne | |
DE102010045001A1 (de) | Entwässerungssystem, Verfahren zu seiner Herstellung und Bauelemente hierfür | |
EP2385178A2 (de) | Raumsparende Anordnung von Rigolenkomponenten und diese ermöglichende Rigolenkomponente | |
EP2904162B1 (de) | Entwässerungsrinne mit einem rinnenkörper und einer abdeckung | |
WO2010081681A2 (de) | Rigolensystem mit wenigstens einer versickerbox | |
DE10216914C1 (de) | Bausatz zur Herstellung von Tragkonstruktionen für Abdeckroste | |
DE29924050U1 (de) | Bewässerungs- und/oder Drainagekasten | |
EP2492400A1 (de) | Einbaukörper | |
EP3592909B1 (de) | Rigoleneinheit, rigolenkörper und einsatzstück | |
AT508366B1 (de) | Versickerungsmodul sowie damit gebildetes versickerungssystem | |
DE202009005152U1 (de) | Schalung für gekrümmte Bodenplatten | |
DE102016106673B4 (de) | Vorrichtung zur Bildung von Hohlräumen im Erdreich zu Entwässerungs- und/oder Wasserspeicherungszwecken | |
DE202004018370U1 (de) | Kontrollschacht für ein Wasserleitsystem | |
DE4301717C2 (de) | Filtergehäuse für einen biologischen Gasfilter | |
EP2148016B1 (de) | Rigolen-Anordnung | |
DE202017106750U1 (de) | Vorrichtung zur Bildung von befahrbaren, zu Entwässerungs- und/oder Wasserspeicherzwecken ins Erdreich eingebrachten Hohlräumen | |
EP0769785B1 (de) | Lagergestell zum Lagern nuklearer Brennelemente und Lageranordnung mit mindestens einem derartigen Lagergestell | |
AT510841B1 (de) | Bepflanzbarer gitterkörper | |
DE202009000604U1 (de) | Abdeckung hoher Tragfähigkeit | |
DE202023102817U1 (de) | Bodenplatte | |
AT504866B1 (de) | Wand für ein bauwerk | |
AT344957B (de) | Plattenfoermiges bauelement |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
WWE | Wipo information: entry into national phase |
Ref document number: 201080043913.1 Country of ref document: CN |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 10766016 Country of ref document: EP Kind code of ref document: A1 |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2835/CHENP/2012 Country of ref document: IN |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2010766016 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2776567 Country of ref document: CA Ref document number: 2010305511 Country of ref document: AU |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
ENP | Entry into the national phase |
Ref document number: 2010305511 Country of ref document: AU Date of ref document: 20101005 Kind code of ref document: A |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2012116438 Country of ref document: RU |
|
WWE | Wipo information: entry into national phase |
Ref document number: 13500231 Country of ref document: US |
|
REG | Reference to national code |
Ref country code: BR Ref legal event code: B01A Ref document number: 112012006751 Country of ref document: BR |
|
REG | Reference to national code |
Ref country code: BR Ref legal event code: B01E Ref document number: 112012006751 Country of ref document: BR Free format text: ESCLARECA A DIVERGENCIA DE NOME ENTRE O TITULAR DA PRIORIDADE DE 10 2009 048 309.8 E O DEPOSITANTE DA ENTRADA NA FASE NACIONAL APRESENTANDO, SE FOR O CASO, DOCUMENTO DE CESSAO DA PRIORIDADE OU DE ALTERACAO DE NOME. |
|
ENP | Entry into the national phase |
Ref document number: 112012006751 Country of ref document: BR Kind code of ref document: A2 Effective date: 20120326 |