RU2015113018A - CAP - Google Patents

CAP Download PDF

Info

Publication number
RU2015113018A
RU2015113018A RU2015113018A RU2015113018A RU2015113018A RU 2015113018 A RU2015113018 A RU 2015113018A RU 2015113018 A RU2015113018 A RU 2015113018A RU 2015113018 A RU2015113018 A RU 2015113018A RU 2015113018 A RU2015113018 A RU 2015113018A
Authority
RU
Russia
Prior art keywords
cover according
elevations
single elevations
planar structure
volume
Prior art date
Application number
RU2015113018A
Other languages
Russian (ru)
Other versions
RU2614586C2 (en
Inventor
Томас ДАУ
Штефан МАЙЕР
Иоганна ШПИКАЛЕ
Марко ВЕНК
Original Assignee
Ако Зеверин Альманн Гмбх Унд Ко Коммандитгезельшафт
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 Ако Зеверин Альманн Гмбх Унд Ко Коммандитгезельшафт filed Critical Ако Зеверин Альманн Гмбх Унд Ко Коммандитгезельшафт
Publication of RU2015113018A publication Critical patent/RU2015113018A/en
Application granted granted Critical
Publication of RU2614586C2 publication Critical patent/RU2614586C2/en

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

1. Крышка встраиваемой в грунт строительной конструкции, прежде всего колодца, точечного водостока, дренажного лотка или аналогичного водосточного устройства, имеющая:- выполненную с возможностью по ней прохода людей и проезда транспорта поверхность (11) с плоскостной структурой (13) в первой, более нижней плоскости и с возвышениями (14) с возвышающимися торцами (15), которые расположены во второй, более высокой плоскости над плоскостной структурой (13),причем возвышающиеся торцы (15) имеют препятствующую проскальзыванию поверхностную структуру, которая включает в себя большое количество одиночных возвышений (16) и имеет большую шероховатость, чем расположенная ниже плоскостная структура (13),отличающаяся тем, что соотношение объема воздуха под одиночными возвышениями (16) к объему одиночных возвышений (16) составляет Vv/Vm=(0,01-0,5)/(0,001-0,05).2. Крышка по п. 1, отличающаяся тем, что соотношение объема воздуха под одиночными возвышениями (16) к объему одиночных возвышений (16) составляет Vv/Vm=(0,02-0,2)/(0,002-0,01).3. Крышка по п. 1, отличающаяся тем, что одиночные возвышения (16) имеют различную максимальную высоту.4. Крышка по п. 3, отличающаяся тем, что максимальные высоты при распределении в пределах одного участка предусмотрены равными Sz=150-1500 мкм, предпочтительно от 230 мкм до 1000 мкм.5. Крышка по п. 4, отличающаяся тем, что распределение выполнено по произвольной схеме.6. Крышка по п. 1, отличающаяся тем, что одиночные возвышения (16) выполнены в форме пирамиды или в форме усеченной пирамиды.7. Крышка по п. 1, отличающаяся тем, что одиночные возвышения (16) имеют максимальную наклонную высоту Sv=50-500 мкм, предпочтительно от 85 мкм до 310 мкм.8. Крышка по п. 1, отличающаяся тем, что коэффициент шероховатости поверхностной структуры составляет Sa=10-200 мкм,1. The cover of a building structure embedded in the ground, in particular a well, a point gutter, a drainage channel or a similar gutter device, having: - a surface (11) with a planar structure (13) with a planar structure (13) with a planar structure (13) in the first, more lower plane and with elevations (14) with rising ends (15), which are located in a second, higher plane above the planar structure (13), and the rising ends (15) have a surface structure that prevents slipping, which includes a large number of single elevations (16) and has a greater roughness than the planar structure located below (13), characterized in that the ratio of the volume of air under single elevations (16) to the volume of single elevations (16) is Vv / Vm = (0.01-0.5) / (0.001-0.05) .2. A cover according to claim 1, characterized in that the ratio of the air volume under the single elevations (16) to the volume of the single elevations (16) is Vv / Vm = (0.02-0.2) / (0.002-0.01) .3 . A cover according to claim 1, characterized in that the single elevations (16) have different maximum heights. 4. A cover according to claim 3, characterized in that the maximum heights during distribution within one section are provided equal to Sz = 150-1500 μm, preferably from 230 μm to 1000 μm. A cover according to claim 4, characterized in that the distribution is made according to an arbitrary scheme. A cover according to claim 1, characterized in that the single elevations (16) are made in the form of a pyramid or in the form of a truncated pyramid. A cover according to claim 1, characterized in that the single elevations (16) have a maximum inclined height Sv = 50-500 μm, preferably from 85 μm to 310 μm. A cover according to claim 1, characterized in that the surface roughness coefficient is Sa = 10-200 μm,

Claims (10)

1. Крышка встраиваемой в грунт строительной конструкции, прежде всего колодца, точечного водостока, дренажного лотка или аналогичного водосточного устройства, имеющая:1. The cover is built into the soil of a building structure, especially a well, a point gutter, drainage tray or similar gutter device, having: - выполненную с возможностью по ней прохода людей и проезда транспорта поверхность (11) с плоскостной структурой (13) в первой, более нижней плоскости и с возвышениями (14) с возвышающимися торцами (15), которые расположены во второй, более высокой плоскости над плоскостной структурой (13),- a surface (11) made with the possibility of people passing through it and a vehicle passing through it with a planar structure (13) in the first, lower plane and with elevations (14) with towering ends (15), which are located in the second, higher plane above the plane structure (13), причем возвышающиеся торцы (15) имеют препятствующую проскальзыванию поверхностную структуру, которая включает в себя большое количество одиночных возвышений (16) и имеет большую шероховатость, чем расположенная ниже плоскостная структура (13),moreover, the towering ends (15) have a surface structure that prevents slipping, which includes a large number of single elevations (16) and has a greater roughness than the planar structure located below (13), отличающаяся тем, что соотношение объема воздуха под одиночными возвышениями (16) к объему одиночных возвышений (16) составляет Vv/Vm=(0,01-0,5)/(0,001-0,05).characterized in that the ratio of the air volume under the single elevations (16) to the volume of the single elevations (16) is Vv / Vm = (0.01-0.5) / (0.001-0.05). 2. Крышка по п. 1, отличающаяся тем, что соотношение объема воздуха под одиночными возвышениями (16) к объему одиночных возвышений (16) составляет Vv/Vm=(0,02-0,2)/(0,002-0,01).2. The cover according to claim 1, characterized in that the ratio of the air volume under the single elevations (16) to the volume of the single elevations (16) is Vv / Vm = (0.02-0.2) / (0.002-0.01) . 3. Крышка по п. 1, отличающаяся тем, что одиночные возвышения (16) имеют различную максимальную высоту.3. A cover according to claim 1, characterized in that the single elevations (16) have different maximum heights. 4. Крышка по п. 3, отличающаяся тем, что максимальные высоты при распределении в пределах одного участка предусмотрены равными Sz=150-1500 мкм, предпочтительно от 230 мкм до 1000 мкм.4. The cover according to claim 3, characterized in that the maximum heights during distribution within one section are provided equal to Sz = 150-1500 μm, preferably from 230 μm to 1000 μm. 5. Крышка по п. 4, отличающаяся тем, что распределение выполнено по произвольной схеме.5. The cover according to claim 4, characterized in that the distribution is made according to an arbitrary scheme. 6. Крышка по п. 1, отличающаяся тем, что одиночные возвышения (16) выполнены в форме пирамиды или в форме усеченной пирамиды.6. A cover according to claim 1, characterized in that the single elevations (16) are made in the form of a pyramid or in the form of a truncated pyramid. 7. Крышка по п. 1, отличающаяся тем, что одиночные возвышения (16) имеют максимальную наклонную высоту Sv=50-500 мкм, предпочтительно от 85 мкм до 310 мкм.7. Cover according to claim 1, characterized in that the single elevations (16) have a maximum inclined height Sv = 50-500 μm, preferably from 85 μm to 310 μm. 8. Крышка по п. 1, отличающаяся тем, что коэффициент шероховатости поверхностной структуры составляет Sa=10-200 мкм, предпочтительно от 15 мкм до 90 мкм.8. The cover according to claim 1, characterized in that the surface roughness coefficient is Sa = 10-200 μm, preferably from 15 μm to 90 μm. 9. Крышка по п. 1, отличающаяся тем, что коэффициент развернутой площади поверхностной структуры по отношению глубины и ширины составляет Sdr=10-500%, предпочтительно от 20% до 300%.9. The cover according to claim 1, characterized in that the coefficient of the expanded area of the surface structure with respect to depth and width is Sdr = 10-500%, preferably from 20% to 300%. 10. Крышка по одному из предшествующих пунктов, отличающаяся тем, что поверхностная структура имеет плотность распределения вершин, равную Spd=0,5-20 мм-1, предпочтительно от 1 до 10 мм-1. 10. A cover according to one of the preceding claims, characterized in that the surface structure has a vertex distribution density of Spd = 0.5-20 mm -1 , preferably from 1 to 10 mm -1 .
RU2015113018A 2012-09-10 2013-09-09 Cover RU2614586C2 (en)

Applications Claiming Priority (3)

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

Publications (2)

Publication Number Publication Date
RU2015113018A true RU2015113018A (en) 2016-10-27
RU2614586C2 RU2614586C2 (en) 2017-03-28

Family

ID=49165727

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2015113018A RU2614586C2 (en) 2012-09-10 2013-09-09 Cover

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

Family Cites Families (39)

* 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
DE59310020D1 (en) * 1992-12-10 2000-05-31 Ahlmann Aco Severin Cover grate for a surface drainage channel
JP2779577B2 (en) * 1992-12-30 1998-07-23 功 金 Anti-slip construction steel
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
JP2878663B2 (en) * 1996-07-29 1999-04-05 日之出水道機器株式会社 Lid for underground structures
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
CN2491515Y (en) * 2001-07-24 2002-05-15 严甘章 Skid-proof drain cover
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
GB0809057D0 (en) * 2008-05-19 2008-06-25 Dudley Thomas Ltd Gripping means
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
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

Also Published As

Publication number Publication date
PL2904166T3 (en) 2020-05-18
EP2904166A1 (en) 2015-08-12
US20150233081A1 (en) 2015-08-20
ZA201501818B (en) 2016-06-29
AU2013311585A1 (en) 2015-04-23
DE102012108392A1 (en) 2014-05-28
MX355656B (en) 2018-04-26
WO2014037544A1 (en) 2014-03-13
EP2904166B1 (en) 2019-08-28
BR112015005174B1 (en) 2021-05-25
DK2904166T3 (en) 2019-11-18
JP2015532954A (en) 2015-11-16
CN104619931A (en) 2015-05-13
RU2614586C2 (en) 2017-03-28
ES2748839T3 (en) 2020-03-18
BR112015005174A2 (en) 2017-07-04
LT2904166T (en) 2019-10-25
AU2013311585B2 (en) 2017-07-06
CN104619931B (en) 2017-03-08
JP6082465B2 (en) 2017-02-15
MX2015001029A (en) 2015-07-23

Similar Documents

Publication Publication Date Title
CL2015003555S1 (en) Instrument for oral care, consisting of a lower conical trunk with a circular base, a convex curved generatrix and a rounded lower perimeter edge; Above a section is located a convex curved lower section inclined towards the center, it extends into a concave curved intermediate section and culminates in an oblique upper section of greater height, which presents near its upper end, an obtuse angle vertex break rounded, directed to the right side, in addition, the oblique section is surrounded halfway up a horizontal groove, and the upper end has a convex curved surface.
UY33375A (en) SEISMIC PERIMETRIC RIOSTRA
JP2015527135A5 (en)
AR050497A1 (en) PARTICLE WITH GEOMETRIC FORM, CATALYSTING SYSTEM THAT INCLUDES IT AND DEHYDROGENATION PROCESS
CL2012000900S1 (en) Bottle with lid cover, body with a cylindrical lower portion and a truncated conical upper portion; the lower cylindrical portion has a smaller diameter cylindrical edge with a rounded lower edge; at 2/3 of its height there is a recess that presents a convexity in the center of its upper front edge, the edges are rounded with a thin perimeter groove.
PE20130992A1 (en) REINFORCEMENT FOR TENSIONER ANCHORING
RU2015113018A (en) CAP
CN203475717U (en) Roof-greening water storing and draining plate
CO2018003181A2 (en) Plant propagation cell carrier
CN203034587U (en) Shower room ground drainage structure
CN102493310B (en) Playground mats
CN204163075U (en) A kind of variable cross-section building pile structure
KR20150003558U (en) A perforated pipe
RU2012123311A (en) METHOD FOR PROTECTING GARDEN STRAWBERRY DURING WINTER PERIOD UNDER CONDITIONS OF CRYOLITZONE
RU2016110692A (en) BUILDING BLOCK
CN203080384U (en) Water drainage base device
ES2400903R1 (en) ERGONOMIC SHOWER TRAY AND MANUFACTURING PROCEDURE OF THE SAME
CL2011001643S1 (en) Speaker with a straight prismatic body with a rectangular base with rounded sides in a circular shape, in the upper base there is a perimeter strip that is inclined protruding upwards and the base has a perimeter strip that is inclined downwards, the center has a recessed area and inclined walls that converge in the bottom.
KR101156675B1 (en) Drain board
AR083510A1 (en) SISMIC PERIMETER RIOSTRA
WO2017060715A3 (en) A sheet for use in ground works
CN103603466A (en) Roof greening water storage and drainage board
RU2013101383A (en) HEADER FOR SUPPORT PILES OF CAR ROAD WITH COVERED PLATES
RU113279U1 (en) RESIDENTIAL BUILDING FOUNDATION
CN204266357U (en) Grate handle and grate panel