CN104619931B - Cover plate - Google Patents

Cover plate Download PDF

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Publication number
CN104619931B
CN104619931B CN201380046997.8A CN201380046997A CN104619931B CN 104619931 B CN104619931 B CN 104619931B CN 201380046997 A CN201380046997 A CN 201380046997A CN 104619931 B CN104619931 B CN 104619931B
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CN
China
Prior art keywords
cover plate
single projection
surface texture
projections
projection
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
CN201380046997.8A
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Chinese (zh)
Other versions
CN104619931A (en
Inventor
托马斯·多
史蒂芬·梅尔
约翰娜·斯皮卡勒
马可·温克
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
Publication of CN104619931A publication Critical patent/CN104619931A/en
Application granted granted Critical
Publication of CN104619931B publication Critical patent/CN104619931B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06Gully gratings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers
    • E02D29/1409Covers for manholes or the like; Frames for covers adjustable in height or inclination
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers
    • E02D29/1436Covers for manholes or the like; Frames for covers with overflow or explosion control means, e.g. check or relief valves
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/02Manhole shafts or other inspection chambers; Snow-filling openings; accessories
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00Swimming or splash baths or pools
    • E04H4/12Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
    • E04H4/1209Treatment of water for swimming pools
    • E04H4/1218Devices for removal of polluted water; Circumferential gutters
    • E04H4/1227Circumferential gutters

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Architecture (AREA)
  • Floor Finish (AREA)
  • Sewage (AREA)
  • Sink And Installation For Waste Water (AREA)

Abstract

The known building that may be installed underground, the cover plate of such as drainage ditch or the like, it has:It is available for the surface (11) trampling and driving to travel, this surface has the planar structure (13) in the first relatively low plane;And, the projection (14) with projections mantle surface, described projections mantle surface is located at more than planar structure (13), in the second higher plane.In order to improve skid resistance and propose to realize self purification be, projections mantle surface (15) has non skid matting structure, this surface texture has multiple single projections, and the volume of air below wherein single projection (16) is Vv/Vm=(0.01 to 0.5)/(0.001 to 0.05) with the volume ratio of single projection (16).

Description

Cover plate
The present invention relates to a kind of cover plate of the building that may be installed underground.
Become known for being arranged on the equipment of underground or (special) irrigation canals and ditches for surface drainage and well, it has cover plate to cover Lid.These deck portion ground are driven through thereon by motor vehicles, but are also particularly trampled thereon by pedestrian.Once cover plate is wet Or dirty, then have the danger slipped, and it is also possible to can be injured.
The cover plate of known multiple form of implementation, particularly grid.Such as DE 1 853 985 U, DE 20 2,006 014 Grid shown in 082 U1, DE 89 09 748 U1 or DE 1 876 986 U, these grids are furnished with (wedge shape) channel-shaped surface Structure or the projection with triangular-section.In addition known ditch for example from German design patent M 9 505 847 Drain cover plate, it has projection, and described projection can ensure that anti-skid safety.
But known arrangement can only be limitedly anti-skidding.Particularly when cover plate is made up of plastic material, particularly injection mo(u)lding When it is easy to will make dirty, this can make the dangerous increase of accident.
In addition although known anti-skid structure internally would generally provide enough skid resistances in the such as swimming pool of region, its The middle clean water with not polluting granule washes away grid.But for example in the outer region once polluting granule contact grid, that Known macrostructure (being just for example known channel-shaped thing (Riffelung)) and microstructure (indenture (Narbung)) Filled and led up due to polluting the entrance of granule-water-mixture, therefore no longer had enough skid resistances.
The task of the present invention is, provides a kind of cover plate of aforementioned type, to have been still ensured that with cost as few as possible The anti-skid safety being improved.
This task is especially by the building that may be installed underground, particularly well, drainage by well points, drainage ditch or similar The cover plate of drainage arrangement is achieved, and it has:Can be for the surface travelling of trampling and drive, this surface has relatively low the Planar structure in one plane;And, the projection with projections mantle surface, these projections mantle surface are located in described plane The second higher plane more than structure it is characterised in that projections mantle surface has anti-skidding surface texture, this surface texture There are multiple single projections, the wherein volume of air in single raised lower section and single raised volume ratio Vv/Vm is preferably (0.01 to 0.5)/(0.001 to 0.05), preferably (0.02 to 0.2)/(0.002 to 0.01).
Therefore, anti-skid structure extends vertically upwards so that will have substantially more from original cover plate plane (relatively low plane) Many pollution granules just can be filled and led up the region between anti-skid structure and thus improve skid resistance.
The more important of the therefore present invention is, even if pollution granule is brought in anti-skidding surface texture, these are dirty Dye granule can easily be rinsed out or also can be moved in region relatively low between bumps by trampling.
Preferably, single projection has different maximum heights.Thus achieve, though when pollution granule be deposited on anti-skidding When in the differing heights region of structure, these pollution granules also have different height and again voluntarily play in this way Anti-skidding effect.
It is possible that in the first relatively low plane, relatively low planar structure there is anti-skidding surface texture, this table Face structure is less coarse compared to the non skid matting structure of projections mantle surface.Planar structure positioned at lower for example can have There is indenture to realize desirable appearance, for example, obtain casting of appearance of cast, and for improving roughness and being achieved in planar structure Non-skid property.
Preferably, maximum height is arranged in the distribution from Sz=150 μm to 1500 μm, is preferably between 230 μm and arrives In distribution between 1000 μm.Described measurement parameter is (as point out in following description and Patent right requirement Calculating parameter) derive from DIN EN ISO25178.Wherein explicitly point out described parameter, simultaneously in the standard also to measurement Method is described, and described measuring method has drawn parameters presented below.
Single raised or its size distribution can regularly be carried out.It is preferred that selecting random point in the plane One of cloth is distributed, so that being also equipped with height in smaller area have low single projection.
These single projections can be set to different shape (from horizontal profile).But preferably single projection is configured to gold Word turriform or taper.
Single raised maximum sinking height (it is also referred to as recess heights) is Sv=50 μm to 500 μm, preferably 85 μm To 310 μm.This scope is unexpectedly proved to be particularly advantageous.
The roughness value of surface texture is preferably Sa=10 μm to 200 μm, preferably 15 μm to 90 μm.The drawing of surface texture The aspect ratio (being also referred to as the transition face ratio of the development on limited scale surface according to DIN EN ISO 25178) stretched is preferably Sdr=20% to 300%.The peak density that surface texture preferably has is Spd=0.5mm-1To 20mm-1, preferably 1mm-1Arrive 10mm-1.
Size range above-mentioned unexpectedly has special effect, on the one hand hardly occurs damaging on top Wound, and on the other hand can realize enough skid resistances and self-purification capacity (Selbstreinigungskraft).
To elaborate the present invention by shown accompanying drawing below.In figure illustrates:
Fig. 1 shows the top view of grid used by drainage ditch,
Fig. 2 shows the sectional view of the II-II line along along Fig. 1, and
Fig. 3 is to amplify the III region illustrating in Fig. 2.
As can be appreciated from the illustration, the form of implementation of grid 10 depicted herein has supporting structure, and this structure has There is surface 11, this surface is located in the first relatively low plane.Described surface 11 is interrupted by discharge outlet 12 and is constituted smooth putting down Face structure 13.At this moment, described planar structure 13 has the surface roughness of very little, as example as surface can be formed, institute State surface roughness to produce by injection molding technique.
Surface 11 is provided with bar-shaped raised 14, its projections mantle surface 15 has described roughness, and it is particularly In injection mo(u)lding by be molded shape correspondingly molding and obtain.Projections mantle surface 15 has single in this case Raised 16, as shown in figure 3, these single sharp single cones that project through various height and various produce.
It is ensured that by described molding, the pollution granule on the one hand touching projection 14 is easy to be rinsed and defeated Deliver in smooth planar structure 13.It is discharged to polluting granule discharge outlet 12 from smooth planar structure 13, so that A kind of self purification is produced by selected structure here.Even if when trampling, the power by occurring can reduce pollution The accumulation of granule, because these pollution granules can be extruded projections mantle surface 15 and be transported to smooth planar structure 13, with Just eventually arrive at discharge outlet 12.
List of reference signs
10 cover plates
11 surfaces
12 discharge outlet
13 planar structures
14 is raised
15 projections mantle surface
16 single projections

Claims (15)

1. a kind of cover plate of the building that can be arranged on underground, has:
Can be for the surface (11) travelling of trampling and drive, described surface has the planar structure in the first relatively low plane (13);And
Projection (14) with projections mantle surface (15), described projections mantle surface is located at more than described planar structure (13) , in the second higher plane,
Described projections mantle surface (15) has anti-skidding surface texture, described surface texture have multiple single projection (16) and And more more coarse than relatively low planar structure (13),
It is characterized in that,
Described single projection (16) below volume of air with described single projection (16) volume ratio Vv/Vm=(0.01 to 0.5)/(0.001 to 0.05),
Described single projection (16) there are different maximum heights, wherein said maximum height be arranged on from Sz=150 μm to In 1500 μm of distribution.
2. cover plate as claimed in claim 1 is it is characterised in that described building is well, drainage by well points or drainage ditch.
3. cover plate as claimed in claim 1 is it is characterised in that described building is drainage arrangement.
4. cover plate as claimed in claim 1 it is characterised in that described single projection (16) below volume of air with described Volume ratio Vv/Vm=(0.02 to 0.2)/(0.002 to 0.01) of single projection (16).
5. the cover plate as any one of claim 1-4 it is characterised in that maximum height be arranged on from Sz=230 μm to In 1000 μm of distribution.
6. the cover plate as any one of claim 1-4 is it is characterised in that described be distributed as random distribution.
7. the cover plate as any one of claim 1-4 is it is characterised in that described single projection (16) is configured to golden word Turriform or taper.
8. the cover plate as any one of claim 1-4 is it is characterised in that described single projection (16) has from Sv=50 μm to 500 μm maximum sink height.
9. the cover plate as any one of claim 1-4 is it is characterised in that described single projection (16) has from Sv=85 μm to 310 μm maximum sink height.
10. the cover plate as any one of claim 1-4 is it is characterised in that the roughness value of described surface texture is Sa =10 μm to 200 μm.
11. cover plates as any one of claim 1-4 are it is characterised in that the roughness value of described surface texture is Sa =15 μm to 90 μm.
12. cover plates as any one of claim 1-4 are it is characterised in that the outward appearance ratio of the stretching of described surface texture Example is Sdr=10% to 500%.
13. cover plates as any one of claim 1-4 are it is characterised in that the outward appearance ratio of the stretching of described surface texture Example is Sdr=20% to 300%.
14. cover plates as any one of claim 1-4 are it is characterised in that described surface texture has from Spd= 0.5mm-1To 20mm-1Peak density.
15. cover plates as any one of claim 1-4 are it is characterised in that described surface texture has from Spd=1mm-1 To 10mm-1Peak density.
CN201380046997.8A 2012-09-10 2013-09-09 Cover plate Active CN104619931B (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102012108392.4A DE102012108392A1 (en) 2012-09-10 2012-09-10 cover
DE102012108392.4 2012-09-10
PCT/EP2013/068537 WO2014037544A1 (en) 2012-09-10 2013-09-09 Cover

Publications (2)

Publication Number Publication Date
CN104619931A CN104619931A (en) 2015-05-13
CN104619931B true CN104619931B (en) 2017-03-08

Family

ID=49165727

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201380046997.8A Active CN104619931B (en) 2012-09-10 2013-09-09 Cover plate

Country Status (15)

Country Link
US (1) US20150233081A1 (en)
EP (1) EP2904166B1 (en)
JP (1) JP6082465B2 (en)
CN (1) CN104619931B (en)
AU (1) AU2013311585B2 (en)
BR (1) BR112015005174B1 (en)
DE (1) DE102012108392A1 (en)
DK (1) DK2904166T3 (en)
ES (1) ES2748839T3 (en)
LT (1) LT2904166T (en)
MX (1) MX355656B (en)
PL (1) PL2904166T3 (en)
RU (1) RU2614586C2 (en)
WO (1) WO2014037544A1 (en)
ZA (1) ZA201501818B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912182A (en) * 2015-07-02 2015-09-16 常州德日机械有限公司 Floor drain cover with annular protruding grating lines
DE102022116732A1 (en) 2022-07-05 2024-01-11 Aco Ahlmann Se & Co. Kg Longitudinal bar grating unit

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH071165A (en) * 1992-12-30 1995-01-06 Isao Kin Steel with nonslip application
US6000878A (en) * 1996-07-29 1999-12-14 Hinode, Ltd. Cover for underground structures
CN2491515Y (en) * 2001-07-24 2002-05-15 严甘章 Skid-proof drain cover
GB2460164A (en) * 2008-05-19 2009-11-25 Dudley Thomas Ltd An access cover with formations to improve grip
CN201377095Y (en) * 2009-04-16 2010-01-06 北京泛亚电通工贸有限责任公司 Non-slip well cover with massage function

Family Cites Families (34)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2190211A (en) * 1939-03-08 1940-02-13 Louis J A Lavallee Antiskid tread for stairs, floors, and the like
USRE25778E (en) * 1959-03-04 1965-05-18 Non-slip structures
US3093216A (en) * 1959-05-12 1963-06-11 Aurora Equipment Co Perforated non-skid panel
US3156168A (en) * 1960-04-21 1964-11-10 Reliance Steel Prod Co Grating
US3100312A (en) * 1962-03-23 1963-08-13 William H Williams Cleat cleaner
DE1853985U (en) * 1962-03-29 1962-06-20 Alfred Langebach PLASTIC MUD BUCKET FOR STREET OR YARD GRAINS.
US3140644A (en) * 1962-05-28 1964-07-14 Royal B Lee Non-skid grating
DE1876986U (en) * 1963-04-22 1963-08-01 Eisenwerk Streuber & Lohmann G PLASTIC COVER GRATING.
US3565210A (en) * 1968-12-03 1971-02-23 Aurora Equipment Co Grating structure
US3765136A (en) * 1970-08-28 1973-10-16 Lionweld Ltd Grids, gratings or like open work support surfaces or floors
US3913291A (en) * 1973-12-19 1975-10-21 Frederick M Dulien Flexible metal duckboard flooring
USD258465S (en) * 1978-03-13 1981-03-03 Lyon Metal Products, Incorporated Grating
DE8909748U1 (en) * 1989-08-15 1989-10-19 Heinrich Fiedler GmbH & Co. KG, 8400 Regensburg Profiled sheet with anti-slip surface
US4995757A (en) * 1990-04-02 1991-02-26 Alain Prescott Manhole cover annular support for repaved street
DE9017777U1 (en) * 1990-11-24 1992-04-02 Dallmer GmbH & Co, 5760 Arnsberg Metal grate for a floor drain fitting
JP3154526B2 (en) * 1991-09-18 2001-04-09 富士通株式会社 Buffer access control method in concentrator
US5395673A (en) * 1992-04-23 1995-03-07 Hunt; Gary B. Non-slip surface
US5787655A (en) * 1992-09-11 1998-08-04 Saylor, Jr.; Edward T. Slip-resistant cover system and method for making same
ATE195566T1 (en) * 1992-12-10 2000-09-15 Ahlmann Aco Severin SURFACE DRAINAGE DEVICE
US5499888A (en) * 1995-03-29 1996-03-19 Hawkes; E. Gerry Bidirectional roadway for wheeled vehicles
JP2796087B2 (en) * 1995-12-28 1998-09-10 日之出水道機器株式会社 Lid body of underground structure lid
JP2758589B2 (en) * 1995-12-28 1998-05-28 日之出水道機器株式会社 Lid for underground structure, lid body and receiving frame
JP3785278B2 (en) * 1996-07-29 2006-06-14 日之出水道機器株式会社 Cover for underground structure
US5997212A (en) * 1996-09-30 1999-12-07 Hinode, Ltd. Cover for underground structures, body thereof and frame therefor
JP3893689B2 (en) * 1997-09-05 2007-03-14 日本ゼオン株式会社 Manhole cover and manufacturing method thereof
JP3684188B2 (en) * 2001-10-16 2005-08-17 新キャタピラー三菱株式会社 Non-slip structure
US7029744B2 (en) * 2003-04-24 2006-04-18 Ultimate Systems, Ltd. High traction flooring laminate
US7066685B2 (en) * 2004-04-14 2006-06-27 Aco Polymer Products, Inc. Drainage grate
US6908256B1 (en) * 2004-06-23 2005-06-21 Aco Polymer Products, Inc. Drainage grate assembly
JP4986231B2 (en) * 2006-07-27 2012-07-25 株式会社グラウンドデザイン研究所 Cover for underground structure
JP2008038388A (en) * 2006-08-02 2008-02-21 Nagashima Imono Kk Non-slip protrusion of iron cover and the like for underground structure
DE202006014082U1 (en) * 2006-09-07 2006-11-09 Rewatec Gmbh Covering device e.g. for underground rain and waste water earth tank and or shaft system, has base cover which has integrated withdrawal opening with removable element
RU2459048C1 (en) * 2011-02-10 2012-08-20 Олег Романович Дутко Slot grill for drainage channels (versions)
DE202011101458U1 (en) * 2011-06-04 2011-09-02 ANRIN Anröchter Rinne GmbH Covering device for a drainage channel

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH071165A (en) * 1992-12-30 1995-01-06 Isao Kin Steel with nonslip application
US6000878A (en) * 1996-07-29 1999-12-14 Hinode, Ltd. Cover for underground structures
CN2491515Y (en) * 2001-07-24 2002-05-15 严甘章 Skid-proof drain cover
GB2460164A (en) * 2008-05-19 2009-11-25 Dudley Thomas Ltd An access cover with formations to improve grip
CN201377095Y (en) * 2009-04-16 2010-01-06 北京泛亚电通工贸有限责任公司 Non-slip well cover with massage function

Also Published As

Publication number Publication date
DK2904166T3 (en) 2019-11-18
WO2014037544A1 (en) 2014-03-13
MX2015001029A (en) 2015-07-23
DE102012108392A1 (en) 2014-05-28
CN104619931A (en) 2015-05-13
US20150233081A1 (en) 2015-08-20
PL2904166T3 (en) 2020-05-18
EP2904166A1 (en) 2015-08-12
BR112015005174B1 (en) 2021-05-25
AU2013311585A1 (en) 2015-04-23
ZA201501818B (en) 2016-06-29
MX355656B (en) 2018-04-26
RU2015113018A (en) 2016-10-27
RU2614586C2 (en) 2017-03-28
EP2904166B1 (en) 2019-08-28
JP6082465B2 (en) 2017-02-15
AU2013311585B2 (en) 2017-07-06
BR112015005174A2 (en) 2017-07-04
LT2904166T (en) 2019-10-25
ES2748839T3 (en) 2020-03-18
JP2015532954A (en) 2015-11-16

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