EP3318675B1 - Dispositif de moulage doté d'un système d'aide à la pose - Google Patents

Dispositif de moulage doté d'un système d'aide à la pose Download PDF

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Publication number
EP3318675B1
EP3318675B1 EP17200682.7A EP17200682A EP3318675B1 EP 3318675 B1 EP3318675 B1 EP 3318675B1 EP 17200682 A EP17200682 A EP 17200682A EP 3318675 B1 EP3318675 B1 EP 3318675B1
Authority
EP
European Patent Office
Prior art keywords
trough
accordance
laying aid
assembly
concrete foundation
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.)
Active
Application number
EP17200682.7A
Other languages
German (de)
English (en)
Other versions
EP3318675A1 (fr
Inventor
Norbert Funke
Hans Günter Funke
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Funke Kunststoffe GmbH
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Funke Kunststoffe GmbH
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Publication date
Application filed by Funke Kunststoffe GmbH filed Critical Funke Kunststoffe GmbH
Publication of EP3318675A1 publication Critical patent/EP3318675A1/fr
Application granted granted Critical
Publication of EP3318675B1 publication Critical patent/EP3318675B1/fr
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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
    • 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
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E03F3/046—Open sewage channels

Definitions

  • the invention relates to a trough arrangement according to the preamble of claim 1.
  • the invention has for its object to improve a generic trough arrangement in such a way that it offers a high load-bearing capacity and enables time-saving, easier completion of the trough arrangement.
  • the invention proposes not to use a trench made of gravel or a similarly infiltrating subsoil below the infiltration trough, but rather a concrete foundation.
  • the trough can be considerable higher than usual, for example, instead of the load class D, the trough arrangement can be designed according to the load classes E or F and, for example, allow trucks to drive over it.
  • trough arrangement is usually arranged in a previously drawn trench and the concrete is then poured into the trench, there is a risk that the individual trough sections float in the concrete and, for example, cannot be enclosed laterally by the concrete.
  • the trough sections are made of plastic or a similar lightweight material, it must be ensured that the trough sections do not float in the liquid concrete filled in the trench.
  • a laying aid is therefore provided, which is anchored in the concrete foundation on the one hand and on the other hand overlaps the trough as a buoyancy protection.
  • the trough arrangement according to the proposal can be produced, for example, in two sections, a concrete foundation first being created in the first section, in which the laying aids are anchored.
  • the concrete foundation can be created in various ways known per se: for example, a base made of flowable concrete can be poured, into which the laying aids are then inserted before the concrete sets, or the laying aids can first be inserted into the ground and then The liquid concrete is poured onto the subsoil to create the base and thereby forms a positive connection with the laying aids.
  • a so-called dry mix or earth-moist mix can be used, which is piled up on the provisional installation aids and then fixed when setting.
  • the concrete foundation is completed in a second work step and, for example, pourable concrete is poured to the side of the trough sections, so that a stable support shoulder is created which enables the trough sections to withstand high loads even when the trough sections even made of plastic, for example.
  • the laying aid which holds the trough as a buoyancy protection, is designed as a sheet metal blank. In this way, the laying aid can be produced very economically.
  • the fact that a flat element is used creates the possibility of creating a predetermined breaking point within the concrete foundation. Otherwise the mentioned trench would be complete, i. H.
  • a very long, monolithic concrete structure would be created, which would most likely crack somewhere in view of setting movements or similar ground movements, in an uncontrolled manner at uncontrolled points.
  • the laying aids designed as sheet metal plates automatically weaken the concrete structure if they extend over a large proportion of the cross section that would otherwise be filled by the concrete. In this way, the concrete will tear at these weakening lines in the event of earth movements or similar loads acting on the concrete structure, i.e. at defined, specially provided locations.
  • the installation aids also each create an expansion joint in this monolithic concrete structure.
  • the laying aid designed as a sheet metal blank has a layer made of a foam material on one or both of its surfaces, particularly advantageously made of expanded polystyrene.
  • the foam material is so strong that it is not already compressed to an undesirable extent when the concrete is poured in, however on the other hand, it is also so flexible that it can yield and compress during expansion movements or at all relative movements between the two adjacent sections of the concrete structure.
  • the cover above the trough can consist of cast iron, so that the cover itself has sufficient stability to enable the correspondingly high load classes of the entire trough arrangement.
  • the forces from the cover can be transferred, for example, to the two lateral concrete support shoulders, so that the trough sections made of plastic themselves can either be kept completely free of the pressure forces that act on the cover from above from vehicles, or at least in only a small amount Measure.
  • a trough can run beneath the trough.
  • the channel can be designed in a manner which is conventional per se, so that it has an inlet opening for water at the top.
  • such a trough can be arranged below the trough in such a way that this inlet opening of the trough connects to the outlet opening of the trough, so that the water which comes down from the infiltration trough reaches the trough. Since the channel is designed to be closed at the bottom, this configuration of the trough arrangement enables the water to be conducted to a remote location by means of the channel.
  • the trough arrangement is provided in any case in a soil that cannot be infiltrated, for example in a soil that contains a lot of clay.
  • a pipe socket can advantageously be arranged in this case below the trough drain opening.
  • the arrangement of such a pipe socket for example, can initially be provided in the mentioned trench, on which the trough section of the trough is then placed in such a way that the drain opening of the trough comes to lie above the pipe socket when concrete subsequently flows into the trench the pipe socket and the trough is filled around.
  • the pipe socket prevents concrete from flowing under the drain opening of the trough.
  • a trough arrangement with a high load-bearing capacity, as made possible by the concrete foundation is created, as well as a trough with the infiltration function typical of troughs, since the pipe socket with its free space not filled with concrete creates an infiltration opening below the drain opening of the trough , through which the water emerging from the trough can seep into the ground below.
  • the laying aid which is designed as a sheet metal blank, has a pointed earth spike at the bottom, so that it can be pierced into the bottom of the mentioned trench.
  • a height limitation or depth limitation i.e. a stop for how far the laying aid can be inserted into the bottom of the trench, is formed by a bottom flap which is designed as an approximately U-shaped punching line within the sheet metal blank, so that the bottom flap is simply bent over can be brought into a position angled by 90 ° with respect to the rest of the sheet metal blank and thus when it is reached the desired depth of penetration, with which the laying aid is inserted into the bottom of the trench, comes to lie on the floor.
  • the laying aid forms a buoyancy flap which serves as a buoyancy protection and engages over a lateral projection of the trough.
  • a type of footplate can be provided in the foot area of the trough, or stiffening ribs running outside can be provided in the area of the side walls of the trough, which ribs can accordingly be overlapped by the buoyancy straps of the laying aids, so that the desired buoyancy protection is brought about by the laying aid.
  • the laying aids designed as sheet metal blanks can advantageously have so-called centering tabs which lie against the trough on both sides thereof, so that the trough is centered and guided within the laying aid. This ensures that the trough sections reliably maintain their position even when the concrete is poured into the trench and connect individual trough sections to one another in the desired manner, which overall form the trough over its entire length.
  • 1 generally designates a trough arrangement, a trough 2 being filled with a substrate 3, which has a mechanical or physical and also a biological one Treatment of the water entering the trough 2 is made possible.
  • the trough 2 has an inlet opening 4 which extends over the entire width and is covered with a cover 5 made of cast iron.
  • the water entering the trough 2, after it has passed through the substrate 3, will exit from the outlet openings 6 of the trough 2 below, these outlet openings 6 each being surrounded by an annular collar 7, which ensures a certain minimum water level within the trough 2 to keep the microorganisms in the substrate 3 viable even over longer dry periods.
  • a pipe section can be arranged below the outlet openings 6, which creates an infiltration opening leading downwards. Concrete is also provided below the trough 2, the concrete here being referred to as the concrete foundation 11, which is poured onto a floor 10. The pipe sections mentioned, which could be in place of the channel 9 below the outlet openings 6, would stand on the floor 10 and extend to the underside of the trough 2.
  • a laying aid 14 can also be seen, which is designed as a flat sheet metal blank, which is cut out of a larger sheet metal sheet, for example by means of a laser or by a punching process.
  • the laying aid 14 has two ground spikes 15 at the bottom and approximately at the level of the upper end of the ground spikes 15, in the illustrated embodiment slightly above, arcuate recesses can be seen, which are designed as U-shaped punching lines and surround bottom flaps 16.
  • the bottom flaps 16 have been bent out of the sheet metal blank of the laying aid 14 into a lying orientation, so that they serve as a stop, up to which the laying aid 14 can be inserted into the floor 10.
  • the laying aid 14 has cutouts for receiving the channel 9, which is rectangular or semicircular in cross section, and the trough 2.
  • the laying aid 14 Above lateral stiffening ribs, which the trough 2 has, lifting tabs 17 of the laying aid 14 are provided, which overlap the stiffening ribs and thus secure the trough 2 against buoyancy.
  • the laying aid 14 finally forms centering straps 18, which reach laterally up to the trough 2, in the exemplary embodiment shown up to upright projections, which also serve to stiffen the walls of the trough 2.
  • Fig. 2 two laying aids 14 are shown in a perspective arrangement. It can be seen that two adjacent base plates 16 are angled in different directions from the sheet metal blank.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Claims (8)

  1. Ensemble à fosse (1) doté d'une fosse d'infiltration à disposer dans le sol (10), désignée de manière succincte fosse (2), qui en haut présente un orifice d'admission (4) de l'eau et en bas un orifice d'écoulement (6) pour permettre à l'eau de s'infiltrer dans le sol (10) environnant, sachant que la fosse (2) est dotée en haut d'un couvercle (5) qui présente également un orifice d'admission, et que sous la fosse (2) sont disposées des fondations en béton (11),
    sachant que la fosse (2) prend appui sur les fondations en béton (11),
    et sachant que la fosse (2) est maintenue dans un système d'aide à la pose (14) qui d'un côté est ancré dans les fondations en béton (11) et qui de l'autre chevauche localement la fosse (2),
    de sorte à former un dispositif sécurisant la portance pour la fosse (2),
    caractérisé en ce que le système d'aide à la pose (14) est configuré en tôle découpée et qu'une surface du système d'aide à la pose (14) est dotée d'une couche de matériau mousse.
  2. Ensemble à fosse selon la revendication 1, caractérisé en ce qu'une rigole (9) circule en dessous de la fosse (2), rigole qui en haut présente un orifice d'admission d'eau se raccordant à l'orifice (6) d'écoulement de la fosse (2), et qui en bas est configurée fermée.
  3. Ensemble à fosse selon la revendication 1, caractérisé en ce que dans les fondations en béton (11), en dessous de l'orifice d'écoulement (6) de la fosse (2), est disposé un embout tubulaire qui est entouré par les fondations en béton (11) et qui crée un orifice d'infiltration pour l'eau sortant de la fosse (2).
  4. Ensemble à fosse selon l'une des revendications précédentes, caractérisé en ce que le système d'aide à la pose (14) est configuré en tôle découpée, tôle qui en bas présente un piquet de terre (15) se terminant en pointe et une patte de sol (16) dépliable pour dépasser de la tôle découpée et, au-dessus de la patte de sol (16), une patte de portance (17) qui chevauche la fosse (2).
  5. Ensemble à fosse selon la revendication 4, caractérisé en ce que le système d'aide à la pose (14) présente des pattes de centrage (18) qui appliquent contre les deux côtés de la fosse (2).
  6. Ensemble à fosse selon l'une des revendications précédentes, caractérisé en ce que le matériau mousse est en polystyrène expansé.
  7. Ensemble à fosse selon l'une des revendications précédentes, caractérisé en ce que le couvercle (5) est configuré de sorte à permettre le passage de véhicules correspondant à la classe de charge E ou F.
  8. Ensemble à fosse selon la revendication 7, caractérisé en ce que le couvercle (5) est en fonte.
EP17200682.7A 2016-11-08 2017-11-08 Dispositif de moulage doté d'un système d'aide à la pose Active EP3318675B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202016106247.0U DE202016106247U1 (de) 2016-11-08 2016-11-08 Muldenanordnung mit Verlegehilfe

Publications (2)

Publication Number Publication Date
EP3318675A1 EP3318675A1 (fr) 2018-05-09
EP3318675B1 true EP3318675B1 (fr) 2020-04-22

Family

ID=58281307

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17200682.7A Active EP3318675B1 (fr) 2016-11-08 2017-11-08 Dispositif de moulage doté d'un système d'aide à la pose

Country Status (2)

Country Link
EP (1) EP3318675B1 (fr)
DE (1) DE202016106247U1 (fr)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5735637A (en) * 1996-06-03 1998-04-07 Abt, Inc. Method and apparatus for supporting and anchoring drainage channel sections
NL1031301C2 (nl) * 2006-03-03 2007-09-04 Struyk Verwo Groep B V Afwateringsgoot met betonwapening.
DE202014105739U1 (de) * 2014-11-27 2015-02-03 Birco Gmbh Versickerungsrinnenelement

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3318675A1 (fr) 2018-05-09
DE202016106247U1 (de) 2017-02-17

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