WO2014086808A1 - Zarge einer entwässerungsrinne - Google Patents
Zarge einer entwässerungsrinne Download PDFInfo
- Publication number
- WO2014086808A1 WO2014086808A1 PCT/EP2013/075446 EP2013075446W WO2014086808A1 WO 2014086808 A1 WO2014086808 A1 WO 2014086808A1 EP 2013075446 W EP2013075446 W EP 2013075446W WO 2014086808 A1 WO2014086808 A1 WO 2014086808A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- frame
- beads
- longitudinal direction
- frame according
- cover
- Prior art date
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
Abstract
Description
Claims
Priority Applications (10)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL13799303T PL2931987T3 (pl) | 2012-12-07 | 2013-12-04 | Korpus kanału odwadniającego |
AU2013354116A AU2013354116B2 (en) | 2012-12-07 | 2013-12-04 | Frame of a drainage channel |
RU2015126897A RU2632090C2 (ru) | 2012-12-07 | 2013-12-04 | Борт дренажного жёлоба |
CN201380062935.6A CN104838074B (zh) | 2012-12-07 | 2013-12-04 | 排水渠护栏 |
JP2015545986A JP2015536394A (ja) | 2012-12-07 | 2013-12-04 | 排水溝のレール |
US14/649,046 US9809935B2 (en) | 2012-12-07 | 2013-12-04 | Rail of a drainage channel |
EP13799303.6A EP2931987B1 (de) | 2012-12-07 | 2013-12-04 | Zarge einer entwässerungsrinne |
BR112015013160-3A BR112015013160B1 (pt) | 2012-12-07 | 2013-12-04 | Calha para um canal de drenagem ou um poço de inspeção |
ES13799303T ES2792907T3 (es) | 2012-12-07 | 2013-12-04 | Marco de un canal de desagüe |
ZA2015/04469A ZA201504469B (en) | 2012-12-07 | 2015-06-22 | Rail of a drainage channel |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102012111960.0 | 2012-12-07 | ||
DE102012111960.0A DE102012111960A1 (de) | 2012-12-07 | 2012-12-07 | Zarge einer Entwässerungsrinne |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2014086808A1 true WO2014086808A1 (de) | 2014-06-12 |
Family
ID=49709676
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2013/075446 WO2014086808A1 (de) | 2012-12-07 | 2013-12-04 | Zarge einer entwässerungsrinne |
Country Status (12)
Country | Link |
---|---|
US (1) | US9809935B2 (de) |
EP (1) | EP2931987B1 (de) |
JP (1) | JP2015536394A (de) |
CN (1) | CN104838074B (de) |
AU (1) | AU2013354116B2 (de) |
BR (1) | BR112015013160B1 (de) |
DE (1) | DE102012111960A1 (de) |
ES (1) | ES2792907T3 (de) |
PL (1) | PL2931987T3 (de) |
RU (1) | RU2632090C2 (de) |
WO (1) | WO2014086808A1 (de) |
ZA (1) | ZA201504469B (de) |
Cited By (1)
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 |
Citations (8)
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FR2520028A1 (fr) * | 1982-01-20 | 1983-07-22 | Selflevel Covers Jersey Ltd | Ensembles de tampon et de chassis de regard de visite comportant des moyens de retenue dans le revetement des routes |
EP0447761A1 (de) * | 1990-03-23 | 1991-09-25 | Passavant-Werke Ag | Rechteckige Schachtabdeckung |
DE19620978A1 (de) * | 1995-06-19 | 1997-01-02 | Poly Bauelemente Ag | Entwässerungsrinne |
WO1997025481A1 (en) * | 1996-01-11 | 1997-07-17 | Hoosier Group, L.L.C. | Apparatus for lining a trench |
WO2000058560A1 (fr) * | 1999-03-31 | 2000-10-05 | Societe Etex De Recherches Techniques, S.E.R.T. | Element de caniveau, procede de fabrication et piece d'assemblage |
DE20200509U1 (de) * | 2002-01-15 | 2002-03-21 | Anrin Anroechter Rinne Gmbh | Abdeckrostverriegelung |
JP2004225450A (ja) * | 2003-01-24 | 2004-08-12 | Daraani:Kk | グレーチング、排水構造および側溝ブロック |
DE202007016204U1 (de) * | 2007-11-20 | 2008-02-21 | Blaschke, Markus, Dipl.-Ing. | Kantenschutzzarge mit integrierter Dämpfung |
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-
2012
- 2012-12-07 DE DE102012111960.0A patent/DE102012111960A1/de active Pending
-
2013
- 2013-12-04 US US14/649,046 patent/US9809935B2/en active Active
- 2013-12-04 ES ES13799303T patent/ES2792907T3/es active Active
- 2013-12-04 CN CN201380062935.6A patent/CN104838074B/zh active Active
- 2013-12-04 EP EP13799303.6A patent/EP2931987B1/de active Active
- 2013-12-04 RU RU2015126897A patent/RU2632090C2/ru active
- 2013-12-04 WO PCT/EP2013/075446 patent/WO2014086808A1/de active Application Filing
- 2013-12-04 JP JP2015545986A patent/JP2015536394A/ja not_active Withdrawn
- 2013-12-04 BR BR112015013160-3A patent/BR112015013160B1/pt active IP Right Grant
- 2013-12-04 AU AU2013354116A patent/AU2013354116B2/en active Active
- 2013-12-04 PL PL13799303T patent/PL2931987T3/pl unknown
-
2015
- 2015-06-22 ZA ZA2015/04469A patent/ZA201504469B/en unknown
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2520028A1 (fr) * | 1982-01-20 | 1983-07-22 | Selflevel Covers Jersey Ltd | Ensembles de tampon et de chassis de regard de visite comportant des moyens de retenue dans le revetement des routes |
EP0447761A1 (de) * | 1990-03-23 | 1991-09-25 | Passavant-Werke Ag | Rechteckige Schachtabdeckung |
DE19620978A1 (de) * | 1995-06-19 | 1997-01-02 | Poly Bauelemente Ag | Entwässerungsrinne |
WO1997025481A1 (en) * | 1996-01-11 | 1997-07-17 | Hoosier Group, L.L.C. | Apparatus for lining a trench |
WO2000058560A1 (fr) * | 1999-03-31 | 2000-10-05 | Societe Etex De Recherches Techniques, S.E.R.T. | Element de caniveau, procede de fabrication et piece d'assemblage |
DE20200509U1 (de) * | 2002-01-15 | 2002-03-21 | Anrin Anroechter Rinne Gmbh | Abdeckrostverriegelung |
JP2004225450A (ja) * | 2003-01-24 | 2004-08-12 | Daraani:Kk | グレーチング、排水構造および側溝ブロック |
DE202007016204U1 (de) * | 2007-11-20 | 2008-02-21 | Blaschke, Markus, Dipl.-Ing. | Kantenschutzzarge mit integrierter Dämpfung |
Cited By (1)
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 |
Also Published As
Publication number | Publication date |
---|---|
ES2792907T3 (es) | 2020-11-12 |
BR112015013160A2 (pt) | 2017-07-11 |
AU2013354116A1 (en) | 2015-04-23 |
RU2632090C2 (ru) | 2017-10-02 |
PL2931987T3 (pl) | 2020-08-10 |
JP2015536394A (ja) | 2015-12-21 |
DE102012111960A8 (de) | 2015-08-27 |
CN104838074B (zh) | 2018-06-05 |
EP2931987B1 (de) | 2020-01-22 |
DE102012111960A1 (de) | 2014-06-12 |
CN104838074A (zh) | 2015-08-12 |
AU2013354116B2 (en) | 2017-12-21 |
ZA201504469B (en) | 2016-08-31 |
US20160194837A1 (en) | 2016-07-07 |
RU2015126897A (ru) | 2017-01-11 |
BR112015013160B1 (pt) | 2021-08-03 |
US9809935B2 (en) | 2017-11-07 |
EP2931987A1 (de) | 2015-10-21 |
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