EP2931987B1 - Zarge einer entwässerungsrinne - Google Patents

Zarge einer entwässerungsrinne Download PDF

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Publication number
EP2931987B1
EP2931987B1 EP13799303.6A EP13799303A EP2931987B1 EP 2931987 B1 EP2931987 B1 EP 2931987B1 EP 13799303 A EP13799303 A EP 13799303A EP 2931987 B1 EP2931987 B1 EP 2931987B1
Authority
EP
European Patent Office
Prior art keywords
rail
corrugations
longitudinal direction
frame
beads
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
EP13799303.6A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2931987A1 (de
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/de
Application granted granted Critical
Publication of EP2931987B1 publication Critical patent/EP2931987B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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.
  • Surface drainage channels or manholes are often provided with frames or edge protection devices to stabilize their upper edges, which serve to accommodate the cover grids of the channels or manholes. Since these frames play a not inconsiderable role in the load-bearing capacity of the channels or manholes, a very high amount of material is often used.
  • the present invention is therefore based on the object of developing a frame of the type mentioned at the outset in such a way that high stability and at the same time permanent usability is ensured with as little effort as possible.
  • An essential idea of the present invention is thus that an increased load-bearing capacity is achieved by a special shaping of the material from which the frame is made. In this way, it is possible to work with weaker material, which on the one hand reduces the manufacturing costs of the overall arrangements (drainage channel / shaft) and on the other hand reduces the weight of the components, which is a great advantage both during transport and during installation.
  • the frame is preferably made of a sheet steel material, in particular a sheet steel material or a non-ferrous sheet material such as e.g. Made of copper.
  • the frame is preferably made of a sheet metal material with a thickness of 0.8 to 2 mm, preferably 1 to 1.5 mm. This relatively thin material is given a surprisingly high strength by the shape according to the invention, material and thus costs and weight being saved at the same time.
  • 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 increased rigidity in this particularly stressed direction.
  • the beads on the outer surfaces run perpendicular to the longitudinal direction, i.e. vertically (after installation). As a result, increased strength in the transverse direction is achieved without increased material expenditure.
  • the beads in the contact surface can now run parallel to the longitudinal direction, ie just like the beads in the inner surface. As with the beads on the inner surfaces, this results in increased stiffness in the longitudinal direction.
  • the beads are wave-shaped and that as mountain and valley sections that merge into one another as continuous wave trains. With this shape, the maximum bead density and thus the maximum stability is given.
  • the beads in the support surface can also be designed as an essentially continuous row of individual beads. Although this does not significantly increase the stability of the support surfaces, the connection between the frame and the channel or shaft body is improved, at the same time effectively preventing the covers or grates from caking.
  • the frame In the area of the support surface, especially in the case of very long frames for drainage channels, the frame has an interruption section which is preferably arranged centrally in the longitudinal direction, which reduces warping of the arrangement when pouring in and shrinking the channel or shaft material.
  • the beads are preferably formed by roll forming, in particular when the frames are made from sheet metal material.
  • the frames can thus be provided with continuous, linear beads in the longitudinal direction, with the sheet material being folded in to form the support surfaces and the frame edge in a single molding process.
  • the frame 1 shown here comprises in the usual manner a support surface on which a channel or manhole cover or grating can be placed.
  • a frame edge 11 adjoins this support surface 10, the inner surface 12 of which forms a contact surface for the cover with respect to lateral displacement.
  • An outer surface 13 of the frame edge 11 is flush with the channel or shaft body, not shown here. During installation, this outer surface 13 is paved or a corresponding surface covering is cast on.
  • An inner section 15 extends downward from the support surface 10 and 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 section 15 each have an outer fold 14 and an inner fold 16, which are each flanged inwards, 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 support beads 20 extending over the entire length of the frame 1.
  • the molding of the support beads 20 is designed such that a continuous wave pattern is produced in the cross section.
  • this results in a considerable stiffening of the contact surface compared to a bend perpendicular to the longitudinal direction, on the other hand, this results in a contact surface for the cover, which only makes material contact in a few line areas. This ensures that baking in this area is essentially impossible.
  • the outer surface of the frame edge 11 is provided with outer surface beads 23 which run perpendicularly over a substantial part of this outer surface 13.
  • the structure is again wavy here (see in particular Fig. 2 ) in such a way that the mountains and valleys are essentially immediately adjacent to one another.
  • the height of the outer surface beads 23 extends to shortly before the upper edge of the frame edge 11 and to below the support surface 10, so that an increased bending stiffness arises with forces transverse to the longitudinal direction of the frame 11.
  • these outer surface beads 23 improve the adhesion between the frame and a cast surface covering.
  • the embodiments of the 3 and 4 differ from that after the 1 and 2 in that the support beads as circular impressions 20 '(see Fig. 3 ) or rather oval support beads 20 "(see Fig. 4 ) are trained.
  • the contact area between the support surface 10 and an attached cover is increased, but the cover is effectively prevented from caking on the support surface 10.
  • the adhesion between the frame or the area of the support surface 10 and the cast-on channel or shaft body is improved.
  • the dimensions A and B of the frame 1, which in Fig. 5 are shown, can be set essentially as desired, so that dimensions specified from standards can be set regardless of the thickness of the material from which the frame 1 is made.
  • the manufacture of the frame 1 from sheet metal material by roll forming can be carried out particularly easily and yet precisely.
  • the beads 20 and 22 are continuously molded in, the outer surface beads 23 and the support beads 20 'and 20 "(see 3 and 4 ) take place in the same process as "individual" impressions.
  • the frames 1 can thus be continuously formed from sheet metal strip material.

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)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
EP13799303.6A 2012-12-07 2013-12-04 Zarge einer entwässerungsrinne Active EP2931987B1 (de)

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 (de) 2012-12-07 2013-12-04 Zarge einer entwässerungsrinne

Publications (2)

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

Family

ID=49709676

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13799303.6A Active EP2931987B1 (de) 2012-12-07 2013-12-04 Zarge einer entwässerungsrinne

Country Status (12)

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

Families Citing this family (1)

* 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

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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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JP3025470U (ja) * 1995-12-05 1996-06-21 株式会社エル 溝蓋の受枠
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Also Published As

Publication number Publication date
RU2015126897A (ru) 2017-01-11
AU2013354116B2 (en) 2017-12-21
PL2931987T3 (pl) 2020-08-10
RU2632090C2 (ru) 2017-10-02
WO2014086808A1 (de) 2014-06-12
ES2792907T3 (es) 2020-11-12
BR112015013160A2 (pt) 2017-07-11
DE102012111960A8 (de) 2015-08-27
JP2015536394A (ja) 2015-12-21
CN104838074B (zh) 2018-06-05
DE102012111960A1 (de) 2014-06-12
CN104838074A (zh) 2015-08-12
ZA201504469B (en) 2016-08-31
BR112015013160B1 (pt) 2021-08-03
AU2013354116A1 (en) 2015-04-23
EP2931987A1 (de) 2015-10-21
US9809935B2 (en) 2017-11-07
US20160194837A1 (en) 2016-07-07

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