CN104619931B - Cover plate - Google Patents
Cover plate Download PDFInfo
- 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
- Authority
- 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
Links
Classifications
-
- 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
- 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
- E02D29/1409—Covers for manholes or the like; Frames for covers adjustable in height or inclination
-
- 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
- E02D29/1436—Covers for manholes or the like; Frames for covers with overflow or explosion control means, e.g. check or relief valves
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H4/00—Swimming or splash baths or pools
- E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
- E04H4/1209—Treatment of water for swimming pools
- E04H4/1218—Devices for removal of polluted water; Circumferential gutters
- E04H4/1227—Circumferential 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
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.
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)
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)
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 |
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-
2012
- 2012-09-10 DE DE102012108392.4A patent/DE102012108392A1/en active Pending
-
2013
- 2013-09-09 CN CN201380046997.8A patent/CN104619931B/en active Active
- 2013-09-09 WO PCT/EP2013/068537 patent/WO2014037544A1/en active Application Filing
- 2013-09-09 AU AU2013311585A patent/AU2013311585B2/en active Active
- 2013-09-09 JP JP2015530428A patent/JP6082465B2/en not_active Expired - Fee Related
- 2013-09-09 DK DK13762089T patent/DK2904166T3/en active
- 2013-09-09 EP EP13762089.4A patent/EP2904166B1/en active Active
- 2013-09-09 US US14/426,897 patent/US20150233081A1/en not_active Abandoned
- 2013-09-09 RU RU2015113018A patent/RU2614586C2/en active
- 2013-09-09 ES ES13762089T patent/ES2748839T3/en active Active
- 2013-09-09 BR BR112015005174-0A patent/BR112015005174B1/en active IP Right Grant
- 2013-09-09 LT LT13762089T patent/LT2904166T/en unknown
- 2013-09-09 MX MX2015001029A patent/MX355656B/en active IP Right Grant
- 2013-09-09 PL PL13762089T patent/PL2904166T3/en unknown
-
2015
- 2015-03-17 ZA ZA2015/01818A patent/ZA201501818B/en unknown
Patent Citations (5)
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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PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
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