EP3075908A1 - Rainure de fente - Google Patents
Rainure de fente Download PDFInfo
- Publication number
- EP3075908A1 EP3075908A1 EP16162297.2A EP16162297A EP3075908A1 EP 3075908 A1 EP3075908 A1 EP 3075908A1 EP 16162297 A EP16162297 A EP 16162297A EP 3075908 A1 EP3075908 A1 EP 3075908A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- inlet part
- side walls
- slot
- channel
- inlet
- 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
- 239000007788 liquid Substances 0.000 claims abstract description 3
- 239000002352 surface water Substances 0.000 claims abstract description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 19
- 238000007789 sealing Methods 0.000 claims description 8
- 239000010426 asphalt Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- FGUUSXIOTUKUDN-IBGZPJMESA-N C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 Chemical compound C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 FGUUSXIOTUKUDN-IBGZPJMESA-N 0.000 claims description 2
- 239000002689 soil Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000011230 binding agent Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
Definitions
- the invention relates to a slot channel for surface drainage, which can be installed in a floor, according to the preamble of claim 1.
- Such gutters serve the surface drainage and are used in particular when high traffic loads are to be handled but not to be worked with massive Abdeckrosten.
- a gutter of the type mentioned is, for example, from the EP 2 746 476 A1 known. Also in this known groove, the above problems arise.
- the invention is therefore based on the object to show a gutter of the type mentioned in that in a simple design and a simple installation high stability and wear resistance is guaranteed.
- a slot channel for surface drainage which can be installed in a ground, which an inlet part with two side walls, between which an inlet slot is formed and at the lower ends each have a support bracket is attached and a channel element comprises, below the inlet part is attachable such that surface water or the like liquid can be conducted through the inlet part in the channel element.
- the support brackets are mounted and dimensioned protruding over side walls of the gutter element that one on the inlet part (in the installed state) from above acting load in a located next to the gutter element bottom section can be introduced.
- the inlet part which is preferably made as a cast part
- the load can be discharged directly into the soil. Any settlements in the range of a few centimeters in the area of the base layer lead to subsidence of the surrounding soil (generally a concrete beam) of the attachment without contact with the channel element. Thus, a "growing out" of the components in displacements and subsidence is prevented.
- the durability of the arrangement is increased by the load decoupling.
- a compressible sealing strip is provided between each of the support bracket and the gutter element, so that on the one hand ensures the tightness, on the other hand, a settlement is possible.
- the side walls are preferably identical, so that only a single component (with a single mold) must be made.
- the side walls furthermore have a plurality of support elements arranged at the edge and on the inside, which support the side walls against one another to form the inlet slot. This makes it possible to absorb very high lateral loads (which usually occur in heavy duty areas).
- the side walls are preferably connected to the bracing brackets rigidly via struts.
- the inlet part can at least at one end face in the region of the inlet slot a depression, e.g. an offset / paragraph.
- the side foundations are erected in step c) by means of a slipform paver. This is extremely economical.
- a compression band or the like seal is preferably incorporated as a boundary of the mortar layer to the interior of the channel element. This results in a completely dense arrangement.
- step f) the processing of the adjacent surface paving, which can be carried out in bonded and / or unbound design.
- Bound coverings can be made in asphalt, paving or concrete construction.
- a bitumen joint tape in particular a TOK tape
- a TOK tape is preferably attached to the upper edges of the inlet part. This then connects them with the cover layer for an optimal building joint. Transverse joints between the cast slot attachments and the inlet parts are then bituminously grouted so that they are joined to the bituminous longitudinal joints, e.g. from TOK band, connect. This creates a completely dense arrangement.
- the slot groove according to the invention comprises an inlet part 20 and a channel member 40th
- the inlet part 20 is composed of two identically shaped side walls 21, 21 ', which are assembled mirror-inverted.
- the side walls 21, 21 ' are provided with inner slots 25 and 26 and with edge strips 27, 27', so that when they are assembled - as in particular in the Fig. 1 and 3 is shown - form an inlet slot 22 between each other.
- the inner supports as well as the edge strips cause the side walls 21, 21 'not to collapse even at high lateral loads due to the pressure of the surrounding earth and to close the inlet slot 22.
- the side walls 21, 21 'with support brackets 23 and 23' are connected, which thus perpendicular from the side walls 21, 21 'protrude.
- the stability of this connection is increased by the fact that braces 29 are arranged or welded in the form of angles between the side walls 21, 21 'and the support brackets 23, 23'.
- Fig. 1 is still shown that the support brackets 23, 23 'can be equipped with openings 30 for engagement in surrounding mortar.
- a sealing strip 24 or 24 ' is provided, which can be compressed. Thereby, a setting of the inlet part 20 with respect to the channel member 40 is possible, while maintaining the tightness of the arrangement is maintained.
- Fig. 6 describes how the slot groove according to the invention is installed in a floor 10.
- a concrete foundation 11 is placed on which channel elements 40 are placed with the interposition of mortar.
- the inlet part 20 is placed on the mortar layer 14, wherein the mortar layer is prepared by mortar cutting.
- the mortar layer should have a thickness of about 2-3 cm.
- the sealing strip 24, 24 ' is a two-sided bituminous Kompriband as a boundary of the mortar layer and as a subsequent seal.
- the mortar penetrates into the above-described openings 30 of the support brackets 23, 23 ', so that an optimal clawing between the inlet part 20 or the support brackets 23, 23' and the mortar layer is formed so that the inlet part is optimally secured in the course of the asphalting work is.
- Querfugen in the inlet parts 20 are then bituminous features, so that they connect with the bituminous longitudinal joints.
- the load on the concrete beams (side foundations 13) are received without a load on the gutter elements 40 and the gutter body). Any settlements of less than 2 cm in the area of the base layer lead to subsidence of the concrete beam and attachment without contact with the channel body.
- the bituminous Kompriband can be displaced here.
- the overall system prevents a "growing out” of the components in displacements and subsidence.
- the durability is increased by the load decoupling.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Sewage (AREA)
- Bridges Or Land Bridges (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102015105084.6A DE102015105084A1 (de) | 2015-04-01 | 2015-04-01 | Schlitzrinne |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3075908A1 true EP3075908A1 (fr) | 2016-10-05 |
EP3075908B1 EP3075908B1 (fr) | 2020-07-29 |
Family
ID=55650212
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16162297.2A Active EP3075908B1 (fr) | 2015-04-01 | 2016-03-24 | Rainure de fente |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3075908B1 (fr) |
DE (1) | DE102015105084A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2020169215A1 (fr) * | 2019-02-21 | 2020-08-27 | Aco Severin Ahlmann Gmbh & Co. Kg | Système de drainage, unités et procédé |
US20220356693A1 (en) * | 2021-05-05 | 2022-11-10 | Global Drain Technologies Inc. | Coupler for Fluidically Communicating a Hose with a Trench Drain |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115491946B (zh) * | 2022-10-21 | 2023-07-21 | 中国电建集团昆明勘测设计研究院有限公司 | 机场跑道用雨水分质回收处理装置 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2261242A (en) * | 1991-11-08 | 1993-05-12 | Aco Polymer Products Ltd | Drainage channel and cover therefor |
US20030185628A1 (en) * | 2000-06-08 | 2003-10-02 | Mueller Michael | Cover piece for a drainage channel |
EP1518964A1 (fr) * | 2003-09-23 | 2005-03-30 | ACO Technologies plc | Dispositif de drainage des eaux de surface |
EP2746476A1 (fr) | 2012-12-21 | 2014-06-25 | Hauraton France (Société à Responsabilité Limitée) | Dispositif de couvercle à fente pour caniveau hydraulique |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29811277U1 (de) * | 1998-06-05 | 1999-01-21 | Blenia Design S A G L | Entwässerungsvorrichtung |
DE102005030721B4 (de) * | 2005-07-01 | 2007-12-20 | Wiedemann Gmbh | Abflußrinne |
AT512480B1 (de) * | 2012-01-19 | 2013-11-15 | Aschl Roman Ing | Schlitzrinne |
-
2015
- 2015-04-01 DE DE102015105084.6A patent/DE102015105084A1/de active Pending
-
2016
- 2016-03-24 EP EP16162297.2A patent/EP3075908B1/fr active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2261242A (en) * | 1991-11-08 | 1993-05-12 | Aco Polymer Products Ltd | Drainage channel and cover therefor |
US20030185628A1 (en) * | 2000-06-08 | 2003-10-02 | Mueller Michael | Cover piece for a drainage channel |
EP1518964A1 (fr) * | 2003-09-23 | 2005-03-30 | ACO Technologies plc | Dispositif de drainage des eaux de surface |
EP2746476A1 (fr) | 2012-12-21 | 2014-06-25 | Hauraton France (Société à Responsabilité Limitée) | Dispositif de couvercle à fente pour caniveau hydraulique |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2020169215A1 (fr) * | 2019-02-21 | 2020-08-27 | Aco Severin Ahlmann Gmbh & Co. Kg | Système de drainage, unités et procédé |
US11933034B2 (en) | 2019-02-21 | 2024-03-19 | Aco Ahlmann Se & Co. Kg | Drainage system, drainage units, and methods |
US20220356693A1 (en) * | 2021-05-05 | 2022-11-10 | Global Drain Technologies Inc. | Coupler for Fluidically Communicating a Hose with a Trench Drain |
US11746517B2 (en) * | 2021-05-05 | 2023-09-05 | Global Drain Technologies Inc. | Coupler for fluidically communicating a hose with a trench drain |
Also Published As
Publication number | Publication date |
---|---|
DE102015105084A1 (de) | 2016-10-06 |
EP3075908B1 (fr) | 2020-07-29 |
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