EP3126580B1 - Tragstruktur einer abdeckung - Google Patents

Tragstruktur einer abdeckung Download PDF

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Publication number
EP3126580B1
EP3126580B1 EP15712985.9A EP15712985A EP3126580B1 EP 3126580 B1 EP3126580 B1 EP 3126580B1 EP 15712985 A EP15712985 A EP 15712985A EP 3126580 B1 EP3126580 B1 EP 3126580B1
Authority
EP
European Patent Office
Prior art keywords
thickness
cover
supports
support structure
support
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
EP15712985.9A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3126580A1 (de
Inventor
Andrew ALLBRIGHT
James Canney
Prasanna Kumar
Arne Meincke
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 PL15712985T priority Critical patent/PL3126580T3/pl
Publication of EP3126580A1 publication Critical patent/EP3126580A1/de
Application granted granted Critical
Publication of EP3126580B1 publication Critical patent/EP3126580B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E02D29/1454—Non-circular covers, e.g. hexagonal, elliptic
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1628—Shapes rectangular
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • E02D2300/0031—Steel; Iron in cast iron form

Definitions

  • the invention relates to a support structure of a cover according to the preamble of claim 1.
  • Covers for built into the ground structures are for example from the EP 1 031 664 A1 or DE 10 2011 051 545 A1 known. In these known objects it revolves around so-called manhole cover. It should be noted at this point, however, that the present invention also relates to support structures of rectangular covers, for example on covers of heatent whos are involved in the ground structures.
  • Covers of this type are often made of cast iron or plastic. In order to require as little material as possible, the covers are constructed, on the one hand, with a portion forming the surface and, on the other hand, with support structures which support this surface. Although the known from the aforementioned documents covers or their support structures are stable, but their cost of materials is considerable.
  • the invention is based on the object to further develop a support structure of the type mentioned in that with the same stability can be used with a reduced cost of materials.
  • this object is achieved in a supporting structure of a cover of a structure which can be built into the ground, e.g. a shaft or gutter, wherein the cover has a surface that can be moved over and the supporting structure extends below it down into the building and has such beam-shaped support that its lower, the surface facing away carrier sides experience a tensile stress on the surface, thereby solved in that, between two regions with minimal tensile stress, a thickness of the carrier increases substantially symmetrically up to a maximum value and then decreases again to form a crown-like shape in a bottom view of the cover.
  • the support is dimensioned larger in its height, so in its dimension in the vertical direction, but in its thickness, so that in a horizontal section, a kind of spindle shape is formed.
  • this change in thickness it is possible to combine this change in thickness at the same time with a change in the height of the support structure.
  • the cover is preferably formed as a one-piece casting, which allows a very simple production.
  • the formation is preferred as nodular cast iron part, whereby a high stability is made possible.
  • the thickness of the carrier defining, mutually facing support side surfaces are preferably formed in the direction of the surface (ie in the installed state from bottom to top) diverging to form Entformungsschrägen.
  • the angle of inclination of these surfaces remains the same over the entire length of the carrier, so it is unchanged in the thinner areas of the carrier with respect to the thicker areas of the carrier. This ensures optimal removal of the shaping model from the molding material (foundry sand).
  • a manhole cover which is made of ductile iron.
  • This manhole cover comprises a support structure 20 consisting of eight radially extending supports 21 which extend inwardly from an outer edge of the cover 10 by an amount shorter than the radius.
  • the carrier 21 rise - as this particular Fig. 2 emerges - from the outer edge inward in their height and are connected at their inner ends by eight, arranged in a regular octagon carrier 23 together.
  • the inner supports 22 When loaded vertically from above onto the (built-in) cover 10, the inner supports 22 thus catch substantially pure tensile loads exerted by the supports 21, in particular by their (in the installed state) lower sides on the lower support sides 24 of the supports 22 be transmitted.
  • the carrier 22 acts in the areas A, A ', which are adjacent to the "coupling areas" to the ends of the carrier 22, the relatively lowest tensile load.
  • a middle area M between the areas A, A 'be now the carrier 21 is made with a greater thickness D than in the areas A, A 'adjacent to the ends of the carrier 22.
  • carrier side surfaces 25, 26 of the carrier 21 (and also the carrier 22) with a uniform angle of inclination relative to the vertical (or Perpendicular to the surface 11). Furthermore, of course, corresponding radii are provided in the transition areas to the surface 11 forming surface.
  • Fig. 5 The same construction principle is also in the gutter cover according to Fig. 5 used.
  • carriers 23 are provided, which extend between side supports 27, 27 ', which rest on an upper edge of a channel (or its frame). Slots 12 are provided between the supports 23, through which surface water can flow into a groove located below the cover 10.
  • the increasing to a central region M thickness D of the carrier 23 can be combined again with a greater height of the carrier 23, so a dimension perpendicular to the plane in Fig. 5 or to the surface 11 of the cover 10.
  • the thickness D of the supports 21 to be demanded for a given load on the cover 10 is determined, with the proviso that the support 21 has a constant thickness D. It is then determined which load is present in the regions A, A ', that is to say in the region of the transitions to the radially extending supports 22, from which in turn the necessary material thickness of a (constant thickness) carrier is derived. Finally, a uniform and jump-free transition between these two thicknesses is derived. This results in a material savings in the areas that do not have to have the maximum thickness, a procedure that leads to surprisingly large material savings.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
  • Floor Finish (AREA)
EP15712985.9A 2014-04-03 2015-04-02 Tragstruktur einer abdeckung Active EP3126580B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15712985T PL3126580T3 (pl) 2014-04-03 2015-04-02 Struktura nośna pokrywy

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102014104744.3A DE102014104744A1 (de) 2014-04-03 2014-04-03 Tragstruktur einer Abdeckung
PCT/EP2015/057324 WO2015150523A1 (de) 2014-04-03 2015-04-02 Tragstruktur einer abdeckung

Publications (2)

Publication Number Publication Date
EP3126580A1 EP3126580A1 (de) 2017-02-08
EP3126580B1 true EP3126580B1 (de) 2018-06-06

Family

ID=52774271

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15712985.9A Active EP3126580B1 (de) 2014-04-03 2015-04-02 Tragstruktur einer abdeckung

Country Status (9)

Country Link
US (1) US10428488B2 (enrdf_load_stackoverflow)
EP (1) EP3126580B1 (enrdf_load_stackoverflow)
CN (1) CN106133247B (enrdf_load_stackoverflow)
AU (1) AU2015239066B2 (enrdf_load_stackoverflow)
BR (1) BR112016023045B1 (enrdf_load_stackoverflow)
DE (1) DE102014104744A1 (enrdf_load_stackoverflow)
PL (1) PL3126580T3 (enrdf_load_stackoverflow)
RU (1) RU2649704C1 (enrdf_load_stackoverflow)
WO (1) WO2015150523A1 (enrdf_load_stackoverflow)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4053350B1 (de) 2021-03-04 2024-01-03 Hauraton GmbH & Co. KG Lastabtragende halbzeugstruktur
USD1053384S1 (en) * 2021-09-21 2024-12-03 National Diversified Sales, Inc. Cover

Family Cites Families (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1548767A (en) * 1925-08-04 steele
US2208973A (en) * 1939-08-02 1940-07-23 Madison Silo Company Silo roof structure
US2358750A (en) * 1942-08-26 1944-09-19 Cast Stone Inst Cover for manholes or the like
US3046853A (en) * 1959-03-02 1962-07-31 Legendre Cyrille Manhole closure
US3920347A (en) * 1973-10-29 1975-11-18 Roby Ind Inc Manhole cover
DE3530128A1 (de) * 1985-08-23 1987-02-26 Richard Dannhaeuser Schachtabdeckung
GB8702222D0 (en) * 1987-02-02 1987-03-11 Lighthorne L Roadway furniture
DE8712074U1 (de) * 1987-09-05 1987-10-15 Gatic Schachtabdeckungs-Vertriebs GmbH, 5407 Boppard Deckel für Revisionsschächte
US4890425A (en) * 1988-07-05 1990-01-02 Terrashield, Incorporated Airtight sump crock cover
USD350814S (en) * 1992-06-16 1994-09-20 Owl 1990 Trust Drywell cover
US5482400A (en) * 1994-10-03 1996-01-09 National Rubber Technology Inc. Segmented adjustment riser
AT1293U1 (de) * 1996-03-19 1997-02-25 Fleischhacker Gerhard Abdeckung für einen abwasserschacht
US5911537A (en) 1997-02-06 1999-06-15 Pulver; Mark D. Parabolic cover for manhole
US6319176B1 (en) * 1999-07-28 2001-11-20 Hampton Fitness Products, Ltd. Weightlifting plate
GB2378971A (en) * 2001-08-21 2003-02-26 Huan-Chang Kuan Manhole system
DE20315709U1 (de) * 2003-10-09 2004-07-22 Hydrotec Technologies Gmbh & Co. Kg Deckel einer Schachtabdeckung sowie Schachtabdeckung
JP4293930B2 (ja) * 2004-03-29 2009-07-08 株式会社ダイケン グレーチング
DE102004023830A1 (de) * 2004-05-13 2005-12-08 Aco Severin Ahlmann Gmbh & Co. Kg Schutzrippe
DE102004023831B4 (de) * 2004-05-13 2009-09-03 Aco Severin Ahlmann Gmbh & Co. Kg Abgedeckter Kunststoffriegel
USD615665S1 (en) * 2006-05-17 2010-05-11 Saint-Gobain Pam Gully cover
WO2007141035A1 (de) * 2006-06-08 2007-12-13 Mea Polymer Beton B.V. Rostabdeckung und verfahren zur herstellung von rostabdeckungen aller belastungsklassen und nennweiten
USD576257S1 (en) * 2007-11-28 2008-09-02 Rainwater Management Solutions Siphonic roof drain
US7914227B2 (en) * 2008-05-15 2011-03-29 Energy Products, Llc Thermally and electrically insulated composite manhole covers
US8469628B2 (en) * 2009-06-29 2013-06-25 J.S. Land Management Corporation Utilities access closure
AU329418S (en) * 2009-11-23 2010-01-29 Pusher tool
CN201778342U (zh) * 2010-07-23 2011-03-30 范正 井盖专用无焊点整体骨架
DE102011051545A1 (de) * 2011-07-04 2013-01-10 Aco Severin Ahlmann Gmbh & Co. Kg Schachtabdeckung mit einer Tragstrukturvorrichtung und Verfahren zum Herstellen einer Schachtabdeckung
CN203238668U (zh) * 2013-05-10 2013-10-16 鲁应乾 一种隐形井盖

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
US10428488B2 (en) 2019-10-01
AU2015239066A1 (en) 2016-10-13
WO2015150523A1 (de) 2015-10-08
CN106133247B (zh) 2017-11-24
PL3126580T3 (pl) 2018-12-31
BR112016023045A2 (enrdf_load_stackoverflow) 2017-08-15
EP3126580A1 (de) 2017-02-08
AU2015239066B2 (en) 2017-04-20
US20170107682A1 (en) 2017-04-20
BR112016023045B1 (pt) 2022-05-03
CN106133247A (zh) 2016-11-16
RU2649704C1 (ru) 2018-04-04
DE102014104744A1 (de) 2015-10-08

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