EP2931987A1 - Châssis de caniveau - Google Patents

Châssis de caniveau

Info

Publication number
EP2931987A1
EP2931987A1 EP13799303.6A EP13799303A EP2931987A1 EP 2931987 A1 EP2931987 A1 EP 2931987A1 EP 13799303 A EP13799303 A EP 13799303A EP 2931987 A1 EP2931987 A1 EP 2931987A1
Authority
EP
European Patent Office
Prior art keywords
frame
beads
longitudinal direction
frame according
cover
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
Application number
EP13799303.6A
Other languages
German (de)
English (en)
Other versions
EP2931987B1 (fr
Inventor
Arne Meincke
Jan Mieze
Michael Sieber
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.)
ACO Ahlmann SE and Co KG
Original Assignee
ACO Severin Ahlmann GmbH and Co KG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ACO Severin Ahlmann GmbH and Co KG filed Critical ACO Severin Ahlmann GmbH and Co KG
Priority to PL13799303T priority Critical patent/PL2931987T3/pl
Publication of EP2931987A1 publication Critical patent/EP2931987A1/fr
Application granted granted Critical
Publication of EP2931987B1 publication Critical patent/EP2931987B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • 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
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E02D29/149—Annular gaskets
    • 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
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06—Gully gratings

Definitions

  • the invention relates to a frame of a drainage channel or a shaft according to the preamble of claim 1.
  • the present invention is based on the object, a frame of the type mentioned in such a way that a high stability at the same time permanent usability is ensured with the least possible effort.
  • This object is achieved by a frame according to claim 1.
  • this object is achieved by a frame of a drainage channel or a shaft on which a cover of a channel or a
  • Shaft can be placed, with a horizontal, extending in a longitudinal direction of the drainage channel or the shaft support surface and a substantially vertical Zargenrand for this, on the inner surface of the cover can be applied and on the outer surface of a surface covering is attachable, achieved by the support surface and / / or the inner surface and / or the outer surface is / are provided over the entire length of the frame with beads.
  • An essential idea of the present invention is therefore that an increased load capacity is achieved by a special shaping of the material from which the frame is made. In this way, you can work with weaker material, which on the one hand reduces the manufac turing costs of the overall arrangements (drainage channel / shaft), but on the other hand reduces the weight of the components, which is a great advantage both during transport and during installation.
  • the frame is made of a steel sheet material, in particular a steel sheet material or a non-ferrous sheet material such. B. made of copper.
  • the frame is made of a sheet material having a thickness of 0.8 to 2 mm, preferably 1 to 1.5 mm. This relatively thin material obtained by the inventive design a surprisingly high strength, at the same time material and thus costs or weight can be saved.
  • the frame made of plastic it is also possible to manufacture the frame made of plastic, as in this case, the beads ensure increased resilience.
  • the beads in the inner surfaces preferably run parallel to the longitudinal direction of the channel or a main direction of the shaft. This results in an increased rigidity in this particularly stressed direction.
  • the beads on the outer surfaces preferably extend perpendicular to the longitudinal direction, ie (after installation) vertically. As a result, an increased strength in the transverse direction is achieved without increased material costs.
  • the beads in the support surface can now run parallel to the longitudinal direction, ie as well as the beads in the inner surface. As a result, similar to the beads on the inner surfaces, increased longitudinal rigidity is achieved.
  • the beads are preferably formed wave-shaped as a mountain and valley sections, which merge into one another as a continuous wave trains. In this form, the maximum bead density and thus the maximum stability is thus given.
  • the beads in the bearing surface can also be designed as a substantially continuous row of individual beads. Although this does not significantly increase the stability of the support surfaces, however, the connection between the frame and the gutter or shaft body is improved, at the same time caking of the covers or grates is effectively prevented.
  • the frame has a preferably in the longitudinal direction seen centrally mounted interruption section, especially in very long frames for drainage channels, which warping the
  • the beads are preferably formed by roll forming, in particular when forming the frames of sheet metal material.
  • Fig. 1 is a perspective view of a first embodiment of the invention
  • FIG. 2 shows the embodiment of the invention according to FIG. 1, wherein the
  • FIG. 4 shows a further embodiment of the invention in a representation similar to that of FIG. 3 and
  • FIG. 5 is a plan view of the area V in Fig. 3rd
  • the frame 1 shown here comprises in the usual way a support surface on which a gutter or manhole cover or
  • the inner surface 12 forms a contact surface for the cover against lateral displacement.
  • An outer surface 13 of the frame edge 11 is flush with the gutter or shaft body, not shown here. When installing is paved up to this outer surface 13 toward or a corresponding surface coating is cast.
  • an inner portion 15 extends downwardly, which engages around the upper edge of the drainage channel or the shaft, not shown here, together with the outer surface 13 of the frame edge 11.
  • Both the lower edge of the outer surface 13 and the lower edge of the inner portion 15 each have an outer fold 14 and an inner fold 16, which are flanged in each case in the direction of the gutter or shaft upper edge.
  • the inner fold 16 is also provided with an inner notch 17, which is provided for latching locking devices for a cover.
  • the support surface 10 is now provided with continuous, over the entire length of the frame 1 extending support beads 20.
  • the indentation of the support beads 20 is formed such that in cross-section, a continuous wave pattern is formed. This results in a significant stiffening of the support surface against a bend perpendicular to the longitudinal direction, On the other hand, this results in a support surface for the cover, which produces a material contact only in a few line areas. This is
  • the outer surface of the Zargenrandes 11 is provided in all embodiments shown here with outer surface beads 23 which extend perpendicularly over a substantial part of this outer surface 13. Again, the structure is undulating (see in particular FIG. 2) in such a way that the mountains and valleys merge substantially immediately adjacent to one another. From Fig. 2 it is also seen that the height of the outer surface beads 23 extends to just before the upper edge of the frame edge 11 and below the support surface 10 so that an increased flexural rigidity arises at forces transverse to the longitudinal direction of the frame 11. In addition, the external surface beads 23 improve the adhesion between the frame and a cast-on surface covering.
  • FIGS. 3 and 4 differ from those of FIGS. 1 and 2 in that the support beads are formed as circular indentations 20 '(see FIG. 3) or rather oval support beads 20 "(see FIG. 4). As a result, the contact area between the support surface 10 and an applied cover is increased, a caking of the cover on the
  • Support surface 10 is still effectively prevented.
  • the adhesion between the frame or the region of the support surface 10 and the cast Rinnen°. Shaft body is improved.
  • the dimensions A and B of the frame 1, which are shown in Fig. 5, are set substantially arbitrarily, so given by standards dimensions independent of the thickness of the material can be adjusted, from which the frame 1 is made.
  • the frames 1 can be continuously formed from sheet metal strip material. LIST OF REFERENCES

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Public Health (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

L'invention concerne des châssis, destinés à des caniveaux ou des puits, sur lesquels on peut poser un couvercle de caniveau ou de puits. Le châssis présente une surface d'appui horizontale (10), qui s'étend dans une direction longitudinale du caniveau ou du puits, ainsi qu'un bord de châssis (11), sensiblement vertical par rapport à celle-ci, sur la surface intérieure (12) duquel le couvercle peut être posé et sur la surface extérieure (13) duquel une garniture de surface peut être ajoutée. Selon l'invention, pour augmenter la rigidité, la surface d'appui (10) et/ou la surface intérieure (12) et/ou la surface extérieure (13) sont pourvues de nervures (20, 22, 23) sur toute la surface du châssis (1).
EP13799303.6A 2012-12-07 2013-12-04 Châssis de caniveau Active EP2931987B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL13799303T PL2931987T3 (pl) 2012-12-07 2013-12-04 Korpus kanału odwadniającego

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012111960.0A DE102012111960A1 (de) 2012-12-07 2012-12-07 Zarge einer Entwässerungsrinne
PCT/EP2013/075446 WO2014086808A1 (fr) 2012-12-07 2013-12-04 Châssis de caniveau

Publications (2)

Publication Number Publication Date
EP2931987A1 true EP2931987A1 (fr) 2015-10-21
EP2931987B1 EP2931987B1 (fr) 2020-01-22

Family

ID=49709676

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13799303.6A Active EP2931987B1 (fr) 2012-12-07 2013-12-04 Châssis de caniveau

Country Status (12)

Country Link
US (1) US9809935B2 (fr)
EP (1) EP2931987B1 (fr)
JP (1) JP2015536394A (fr)
CN (1) CN104838074B (fr)
AU (1) AU2013354116B2 (fr)
BR (1) BR112015013160B1 (fr)
DE (1) DE102012111960A1 (fr)
ES (1) ES2792907T3 (fr)
PL (1) PL2931987T3 (fr)
RU (1) RU2632090C2 (fr)
WO (1) WO2014086808A1 (fr)
ZA (1) ZA201504469B (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558591A (zh) * 2017-07-21 2018-01-09 河北华瑞玻璃钢有限责任公司 玻璃钢加强型集成集气罩
DE102023126029A1 (de) * 2023-09-26 2025-03-27 Aco Ahlmann Se & Co. Kg Zarge und Entwässerungsrinne

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DE29503441U1 (de) * 1995-03-01 1995-06-14 Passavant-Werke Ag, 65326 Aarbergen Stahlbeton-Abdeckung als Einzel-, Reihen- oder Flächenabdeckung
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Also Published As

Publication number Publication date
DE102012111960A1 (de) 2014-06-12
US9809935B2 (en) 2017-11-07
CN104838074A (zh) 2015-08-12
RU2632090C2 (ru) 2017-10-02
AU2013354116A1 (en) 2015-04-23
AU2013354116B2 (en) 2017-12-21
EP2931987B1 (fr) 2020-01-22
WO2014086808A1 (fr) 2014-06-12
PL2931987T3 (pl) 2020-08-10
JP2015536394A (ja) 2015-12-21
US20160194837A1 (en) 2016-07-07
BR112015013160B1 (pt) 2021-08-03
RU2015126897A (ru) 2017-01-11
CN104838074B (zh) 2018-06-05
ZA201504469B (en) 2016-08-31
BR112015013160A2 (pt) 2017-07-11
DE102012111960A8 (de) 2015-08-27
ES2792907T3 (es) 2020-11-12

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