EP3592908A2 - Drain trench body and center plate - Google Patents
Drain trench body and center plateInfo
- Publication number
- EP3592908A2 EP3592908A2 EP18717224.2A EP18717224A EP3592908A2 EP 3592908 A2 EP3592908 A2 EP 3592908A2 EP 18717224 A EP18717224 A EP 18717224A EP 3592908 A2 EP3592908 A2 EP 3592908A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- side walls
- base plates
- trench body
- columns
- locking elements
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 15
- 239000003673 groundwater Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 210000001331 nose Anatomy 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000004746 geotextile Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
- E03F1/005—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements
-
- 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
Definitions
- the invention relates to a trench body with base plates, between which columns are arranged vertically, and side walls, which are connected to the base plates.
- a trench body is known for example from DE 10 2011 086 016 AI.
- the invention further relates to a center plate for a trench body.
- Rigolensysteme consisting of several RigolenMechn be used for dewatering surfaces, the water to be discharged through the
- Rigolensysteme can be wrapped with a foil, which on the side walls as well as on the
- Base plates is applied. Water-permeable films are used to infiltrate the rainwater. If the rigging system is to be used as a water tank, a waterproof film is used.
- the invention is based on the object to improve a trench body of the type mentioned in that sufficient stability of the trench body is given regardless of which combination of materials for the base plates and side walls is used.
- the invention is also based on the object to provide a center plate for a trench body. According to the invention the object is achieved with a view of the trench body by the subject matter of claim 1. With a view of the middle plate, the
- the object is achieved by a trench body with base plates, between which columns are arranged vertically.
- the trench body includes side walls connected to the base plates.
- the side walls and the base plates have first and second locking elements which engage with each other.
- the locking elements are movable in the height direction along the longitudinal axis of the columns relative to each other.
- the invention has the advantage that different changes in length due to different materials of the side walls and the base plates are compensated by relative movements between the locking elements in the vertical direction of the trench body.
- the locking elements can move in the vertical direction of the trench body.
- the height direction along the longitudinal axis of the columns corresponds to the vertical when installed.
- the first locking elements may be formed as locking elements of the side walls, in particular latching hooks.
- the second locking elements may be formed as holding and leading edges of the base plates.
- the holding and leading edges extend in the vertical direction of the trench body. This ensures that the locking elements of the side walls can slide along the holding and leading edges, whereby the relative movement between the locking elements is made possible in a simple and secure manner.
- the holding and leading edges are doing a double function.
- the edges hold the side walls against the base plates, ie in a direction normal to them, by the latching hooks engaging with them
- the edges guide the latching hooks in the height direction to allow a controlled relative movement.
- the base plates on outer surfaces, which in
- the outer surfaces have edges.
- the sidewalls have protrusions that extend inwardly, i. extend into the interior of the trench body.
- the projections act with the edges as stops for limiting the relative movement of the side walls in
- Locking elements of the side walls and the base plates unintentionally release in the event of strong changes in length.
- the stops thus provide a backup to maintain the holding function of the locking elements.
- At least one center plate is disposed parallel to the base plates between the columns.
- the center plate reinforces the trench body in the horizontal direction. The reinforced in this way trench body can absorb relatively large lateral forces, for example, the surface forces occurring during installation in the groundwater.
- the center plate is centered in the trench body, i. arranged at about halfway up the columns.
- the center plate may abut against at least one side wall to directly receive and discharge the forces introduced into the side wall.
- the middle plate abuts against all side walls.
- the side walls and the middle plate may be third and fourth
- This embodiment has the advantage that the middle plate and the
- At least one side wall is along a virtual one
- Dividing plane divisible which runs parallel to the base plates.
- the divisible side wall has the advantage that smaller trench bodies can be formed as subunits of the trench body with undivided side wall.
- the height of the split sidewall is substantially equal to the height of the columns attached to one of the baseplates.
- the side wall is centrally divisible, so that the trench body can be halved.
- the divisible side wall may be used preferably, but not exclusively, with the center plate described above. It is also possible to use the divisible side wall with other floor panels.
- the third locking elements of the side walls may be arranged on both sides of the dividing plane. This has the advantage that after dividing the side wall both side wall halves can be used to form a trench body. If the divisible side wall used undivided, is the arrangement of the third locking elements on both sides of the
- Division level increases the stability of the trench body.
- the side walls on the one hand and the base plates and / or the middle plate on the other hand are made of different materials.
- the properties of the trench body can be optimized even better.
- Rigolen redesign claimed with at least one base plate, which is connected to vertically arranged columns and side walls, wherein the central plate has recesses for the columns for the arrangement of the center plate parallel to the base plate.
- the middle plate has the advantage that this before the
- Assembling the base plates between the columns can be used so that in the assembled state of the base plates, the middle plate is arranged parallel to the base plates and between the columns.
- the center plate gives the
- the center plate is additionally and independently disclosed and claimed by the relatively movable locking elements.
- the middle plate By combining the middle plate with the locking elements so a trench body is created, which has material independent of sufficient stability, which is further increased in the region of the center plate. If, on the other hand, stability in the case of transverse loads is paramount, it may be sufficient to use the
- Fig. 1 is a perspective view of a trench body according to a
- FIG. 2 shows a section of the trench body according to FIG. 1 in the area in the first base plate
- Fig. 3 is a rear view of a side wall with first
- FIG. 4 shows an enlarged detail of the side wall according to FIG. 3 in the region of the locking elements
- Fig. 5 is a section through the side wall in the region of the first and second
- Locking elements shows a further section through the side wall in the region of the first and second locking elements according to FIG. 5;
- FIG. 7 shows a section through the base plate and the side wall in the region of the outer surface of the base plate.
- Fig. 8 shows a section through a trench body after another
- Fig. 11 is a perspective view of a half RigolenMechs with divided
- FIG. 12 is a perspective view of the half trench body according to FIG. 11 with a detailed view in the region of the third and fourth
- 1 is a box-shaped body with grid-like boundary surfaces in the form of base plates 11, 12 and side walls 14 through which water can flow into the trench body.
- the trench body can be wrapped in a known manner with a geotextile to prevent the penetration of sediments into the trench system.
- the trench body shown in Fig. 1 comprises identical base plates 11, 12, which can be combined with each other in different ways.
- the upper base plate 11 is located in the installed state of the trench system above and the lower base plate 12 below.
- the locations “top” and “bottom” refer to the installation position of the trench body.
- the terms “outside” and “inside” refer to the trench body as a hollow body, wherein “inside” the interior of the trench body and “outside” mean the environment outside the trench body.
- the base plates 11, 12 each have columns 13 which extend perpendicular to the base plates 11, 12 and are connected thereto.
- the pillars 13 form spacers which define the spacing of the base plates 11, 12 relative to one another.
- the columns 13 are attached to each other with their free ends.
- the columns 13, also called pylons, are cone-shaped, with the smaller cross-sectional opening the free end and the larger
- the side walls 14 form the lateral boundary surfaces of the trench body. They are arranged on the entire circumference of the two base plates 11, 12 and extend between the base plates 11, 12, so that the trench body is completely bounded by the side walls 14.
- the side walls 14 are first
- the base plates 11, 12 have second
- the locking elements 15, 16 are engaged when the side walls 14 and the base plates 11, 12 are connected.
- the two locking elements 15, 16 are in the height direction of the two locking elements 15, 16
- Rigole body i. along the longitudinal axis of the columns 13 relative to each other movable.
- the longitudinal axis of the columns 13 and thus the height direction of the trench body extend in the installed state in the vertical direction.
- the side walls 14 and the base plates 11, 12 allow a game in
- the first locking elements 15 are designed as latching elements of the side walls 14, in particular as latching hooks.
- the latching hooks form an undercut, which for holding the side wall 14 with a second
- Locking element 16 of the base plate 11, 12 is engaged.
- the second locking element 16 is embodied as a counterpart to the latching hooks according to FIGS. 3, 4, specifically as holding and guiding edges (see FIG. 2), which are engaged behind by the latching hooks, as shown in FIG.
- the distinction of the latching hook and the holding and guiding edges extend in the height direction, so that the latching hooks are movable along the holding and guiding edges.
- the holding and guiding edges are formed by recesses in the outer surfaces 17 of the base plates 11, 12.
- the outer surfaces 17 form the outer periphery of the base plates 11, 12th
- Fig. 6 it is shown that the holding and leading edges are wider than the latching hooks. This ensures that the engagement between the latching hooks and the holding and leading edges takes place in different positions safely, so that a secure connection between the side walls 14 and the base plates 11, 12 is made possible with a wide variety of material combinations.
- the side walls 14 rest on the base plates 11, 12 from the outside. This is shown in FIG. 7.
- the side walls 14 Surrounded outside and in the vertical direction, i. extend upwards.
- the side walls 14 abut against the outer surfaces 17 and are movable relative to these in the height direction. This ensures that the length compensation between the side walls 14 and the base plates 11, 12 takes place not only in the region of the locking elements 15, 16, but also in the region of the outer surfaces 17.
- the load transfer of the loads introduced into the side walls 14 takes place, inter alia, via the outer surfaces 17.
- the outer surfaces 17 have edges 18 which bound the outer surfaces 17 downwardly and extend in the horizontal direction on the circumference of the base plates 11, 12.
- the edges 18 cooperate with projections 19 formed on the sidewalls 14 and extending inwardly. Between the edges 18 and the projections 19 a distance in the vertical direction of the trench body is formed. This distance determines the degree of relative mobility between the side walls 14 and the base plates 11, 12.
- the edges 18 and the projections 19 thus act as stops that limit the relative mobility. This prevents that the side walls 14 unintentionally detached from the base plates 11, 12.
- the stops are formed by other components on the base plates 11, 12 on the one hand and the side walls 14 on the other.
- Figures 8 to 12 relate to a further embodiment of the invention, in which the trench body has a central plate 20 for increasing the stability.
- the center plate 20 extends parallel to the base plates 11, 12 and is intended to transverse forces acting on the side walls 14, in particular
- Fig. 8 it is shown that the middle plate 20 on the inside of a
- Side wall 14 abuts (see also Fig. 9). Specifically, the middle plate 20 rests against at least opposite side walls 14 so that forces introduced into one of these side walls 14 are optimally transmitted to the pillars 13 and the opposite side wall 14. In the example according to Figures 8, 9, the middle plate 20 is on all sides of the side walls 14, so that initiated from all sides transverse forces are optimally derived.
- the center plate 20 is arranged in the height direction between the pillars 13.
- the center plate 20 recesses (not shown), in which the columns 13 are arranged.
- the recesses may be formed as apertures, which are penetrated by the columns 13, so that the columns 13 can be connected to each other in a conventional manner or are connected.
- the side walls 14 have third locking elements 21 in the region of the middle plate.
- the middle plate 20 has fourth locking elements 22.
- the third and fourth locking elements 21, 22 are engaged with each other and can be moved in the height direction along the longitudinal axis of the columns 13 relative to each other.
- the third locking elements 21 are designed in the form of latching hooks, as shown in Figures 9 and 10.
- the fourth locking elements 22 are formed by holding and leading edges.
- the connection of the central plate 20 with the side walls 14 thus takes place in a similar manner as the connection of the base plates 11, 12 with the side walls 14 through the first and second locking elements 15, 16. InQuery is the statements on the connection between the base plates 11, 12 and the side walls 14 referenced.
- the fourth locking elements 22 each have a nose 25 which extends transversely to the direction of movement of the latching hooks.
- the noses 25 form
- the side walls 14 are executed in the embodiment of FIG. 8 to 12 divisible.
- a trench body with split sidewall is shown in FIGS. 11 and 12.
- the division plane runs parallel to the base plates 11, 12.
- a predetermined breaking point or a band-like region is in the side walls 14
- the side wall 14 can be divided,
- the band-like region is, as shown in FIG. 10, formed by rectangular openings 26 which extend over the entire width of the side wall 14.
- the side wall 14 can be divided in the middle.
- the two parts have a continuous edge in the area of (cut) edges. In this way it can be prevented that a possibly surrounding the trench body sheathing material, for. B. geotextile, is not broken by the rib structures of the side walls 14.
- Breakthroughs 26, i. are arranged above and below. This has the advantage that the divided side walls 14 can each be used to form a half trench body, as shown in FIG. 11.
- the middle plate 20 replaces one of the two base plates 11, 12 as well as the columns 13 connected to the base plate 11, 12.
- the half trench body thus has a base plate 11 with columns 13, which are connected directly to the middle plate 20.
- the side wall 14 is connected on one side to the base plate 11 and on the other hand to the middle plate 20.
- the middle plate 20 thus forms either the lower bottom plate of the trench body or the upper cover plate, depending on the installation position of the trench body.
- Center plate 20 and the side wall 14 takes place in a similar manner as the connection of the center plate 20 and the undivided side wall 14 of FIG. 9. Reference is made to the comments on this.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Bathtub Accessories (AREA)
- Paper (AREA)
- Cell Separators (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102017105011.6A DE102017105011A1 (en) | 2017-03-09 | 2017-03-09 | Rigolenkörper and middle plate |
PCT/EP2018/055546 WO2018162524A2 (en) | 2017-03-09 | 2018-03-07 | Drain trench body and center plate |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3592908A2 true EP3592908A2 (en) | 2020-01-15 |
EP3592908B1 EP3592908B1 (en) | 2022-05-04 |
Family
ID=61965907
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18717224.2A Active EP3592908B1 (en) | 2017-03-09 | 2018-03-07 | Drain trench body and center plate |
Country Status (8)
Country | Link |
---|---|
US (1) | US10808392B2 (en) |
EP (1) | EP3592908B1 (en) |
CN (1) | CN110382796B (en) |
AU (1) | AU2018229747B2 (en) |
DE (1) | DE102017105011A1 (en) |
EA (1) | EA201992086A1 (en) |
PL (1) | PL3592908T3 (en) |
WO (1) | WO2018162524A2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
DE102019132117A1 (en) * | 2019-11-27 | 2021-05-27 | ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft | Gutter system |
CN117836496A (en) * | 2021-08-23 | 2024-04-05 | 奥斯卡·拉腊赫 | Underground water tank using modularized crate |
Family Cites Families (27)
Publication number | Priority date | Publication date | Assignee | Title |
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US20030188505A1 (en) * | 2000-08-17 | 2003-10-09 | Marshall Richard Granville | Structural module |
US6428870B1 (en) * | 2000-12-26 | 2002-08-06 | William W. Bohnhoff | Subsurface fluid drainage and storage system and mat especially utilized for such system |
ATE408732T1 (en) | 2002-10-31 | 2008-10-15 | Polypipe Civils Ltd | GROUNDWATER DRAINAGE SYSTEM |
US7080480B2 (en) * | 2004-01-15 | 2006-07-25 | Urban Root L.L.C. | Integrated tree root and storm water system |
FR2888591B1 (en) * | 2005-07-13 | 2009-01-16 | Sogemap Injection Sa | CELL AND WATER RECOVERY SYSTEM |
CA2576600C (en) * | 2006-02-08 | 2010-05-11 | Brentwood Industries, Inc. | Water drain tank or channel module |
US7677835B2 (en) * | 2006-03-14 | 2010-03-16 | Larach Oscar | Drainage cell modular raintank and water storage system |
US8065831B2 (en) * | 2006-09-08 | 2011-11-29 | DeepRoot Infrastructure, LLC | Stackable structural cell having improved support characteristics |
NL2000638C2 (en) * | 2007-05-09 | 2008-11-11 | Pipelife Nederland Bv | Box-shaped device for receiving water, such as a rainwater box. |
FR2916774A1 (en) * | 2007-05-30 | 2008-12-05 | Sogemap Injectin Soc Par Actio | REINFORCING PLATE FOR WATER RECOVERY CELL |
WO2010009410A1 (en) * | 2008-07-17 | 2010-01-21 | Kreikemeier John E | Water retention/detention structure |
DE102009044412A1 (en) | 2009-10-05 | 2011-04-07 | Aco Severin Ahlmann Gmbh & Co. Kg | trench body |
WO2011089690A1 (en) * | 2010-01-20 | 2011-07-28 | 古河電気工業株式会社 | Framework block, framework block assembly structure, method of improving creep resistance of framework block, and method of improving shear load resistance or oblique load resistance of framework block assembly structure |
DE102010045001A1 (en) * | 2010-09-10 | 2012-03-15 | Auer Packaging Gmbh | Drainage system, process for its manufacture and components therefor |
DE202010016295U1 (en) | 2010-12-07 | 2012-03-12 | Rehau Ag + Co | Structural body for a rigging system and rigging system |
DE102011086016A1 (en) * | 2011-11-09 | 2013-05-16 | Fränkische Rohrwerke Gebr. Kirchner Gmbh & Co. Kg | Rigoleneinheit and formed from such trench units transport unit |
JP5759343B2 (en) | 2011-11-17 | 2015-08-05 | 株式会社Ihiインフラシステム | Water tank wall unit |
US20130152499A1 (en) * | 2011-12-19 | 2013-06-20 | John E. Kriekemeier | Water retention/detention structure formed from identical panels |
DE102012100560A1 (en) | 2012-01-24 | 2013-07-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Trench body-connecting element |
GB2518195B (en) * | 2013-09-13 | 2017-08-23 | Ht Moulding Tech Ltd | Water harvesting apparatus |
FR3011855B1 (en) * | 2013-10-16 | 2017-12-22 | Nidaplast-Honeycombs | HALF-STORAGE MODULE FOR RETENTION BASIN |
CN103650978B (en) | 2013-12-13 | 2016-02-17 | 浙江森禾种业股份有限公司 | A kind of module of saline land greening and the method for saline land greening |
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 |
PT2980328T (en) * | 2014-08-01 | 2020-02-25 | Otto Graf Gmbh Kunststofferzeugnisse | Seepage block element, seepage block and transport unit |
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. |
CN205382553U (en) * | 2016-01-13 | 2016-07-13 | 宁波康博新材料科技有限公司 | Thermoplasticity escape canal board and drainage system thereof |
US10415260B2 (en) * | 2017-11-13 | 2019-09-17 | Strata Innovations Pty Limited | Structural cells, matrices and methods of assembly |
-
2017
- 2017-03-09 DE DE102017105011.6A patent/DE102017105011A1/en active Pending
-
2018
- 2018-03-07 EA EA201992086A patent/EA201992086A1/en unknown
- 2018-03-07 US US16/491,337 patent/US10808392B2/en active Active
- 2018-03-07 PL PL18717224.2T patent/PL3592908T3/en unknown
- 2018-03-07 EP EP18717224.2A patent/EP3592908B1/en active Active
- 2018-03-07 CN CN201880016552.8A patent/CN110382796B/en active Active
- 2018-03-07 WO PCT/EP2018/055546 patent/WO2018162524A2/en unknown
- 2018-03-07 AU AU2018229747A patent/AU2018229747B2/en active Active
Also Published As
Publication number | Publication date |
---|---|
US10808392B2 (en) | 2020-10-20 |
AU2018229747B2 (en) | 2022-07-28 |
CN110382796B (en) | 2023-06-16 |
PL3592908T3 (en) | 2022-09-12 |
AU2018229747A1 (en) | 2019-09-26 |
EP3592908B1 (en) | 2022-05-04 |
CN110382796A (en) | 2019-10-25 |
WO2018162524A3 (en) | 2018-11-15 |
EA201992086A1 (en) | 2020-02-25 |
WO2018162524A2 (en) | 2018-09-13 |
DE102017105011A1 (en) | 2018-09-13 |
US20200032500A1 (en) | 2020-01-30 |
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