SE468562B - SAID TO LIFT RESPECTIVE SAID TO LOWER A WASTE GRILL RELATIVELY A WEDDING WASTE - Google Patents
SAID TO LIFT RESPECTIVE SAID TO LOWER A WASTE GRILL RELATIVELY A WEDDING WASTEInfo
- Publication number
- SE468562B SE468562B SE9102860A SE9102860A SE468562B SE 468562 B SE468562 B SE 468562B SE 9102860 A SE9102860 A SE 9102860A SE 9102860 A SE9102860 A SE 9102860A SE 468562 B SE468562 B SE 468562B
- Authority
- SE
- Sweden
- Prior art keywords
- grid
- drain
- waste
- bitumen mass
- surrounding surfaces
- Prior art date
Links
- 239000002699 waste material Substances 0.000 title 2
- 239000010426 asphalt Substances 0.000 claims description 19
- 238000000034 method Methods 0.000 claims description 4
- 239000002352 surface water Substances 0.000 claims 2
- 238000005266 casting Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E03F5/0401—Gullies for use in roads or pavements
-
- 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
- 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
- E03F5/0407—Floor drains for indoor use
- E03F5/0408—Floor drains for indoor use specially adapted for showers
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Removal Of Specific Substances (AREA)
- Road Paving Structures (AREA)
Description
468 562 10 15 20 25 30 35 2 därigenom säkerställa att avloppet l har tillräcklig lut- ning längs sin längd för vattnet som skall bortföras. För gjutningen av betongmassan 4 kan en gjutramsskiva 6 använ- das, vilken emellertid tas bort efter avslutad installe- ring. På betongmassan 4 läggs en bitumenmassa 3 och av- loppsgallret ä placeras ovanpå massan 3 med sina nedåt ut- skjutande ben inuti avloppet 1, varvid emellertid avlopps- gallrets 2 flänsar 7 vilar ovanpå bitumenmassan. Genom öppningar 5 i flänsarna 7 fylls bitumenmassa tills den öv- re ytan av avloppsgallret 2 väsentligen är inriktad med de omgivande ytorna. Därefter vältas avloppsgallret 2 tills det är inriktat med de omgivande ytorna, varvid överskott av bitumenmassa 3 pressas genom öppningarna 5 och därefter bortförs från avloppsgallrets 2 yta. Det beskrivna sättet enligt föreliggande uppfinning tillhandahåller ett enkelt och mycket snabbt sätt att uppnå en inriktning av avlopps- gallret 2 i förhållande till de omgivande ytorna, vilket galler kan justeras till en lägre eller högre nivå på grund av nötning av de omgivande ytorna eller eventuell påläggning av ny asfalt. 468 562 10 15 20 25 30 35 2 thereby ensuring that the drain 1 has a sufficient slope along its length for the water to be removed. For the casting of the concrete mass 4, a casting frame plate 6 can be used, which, however, is removed after the installation has been completed. A bitumen mass 3 is laid on the concrete mass 4 and the drain grid ä is placed on top of the mass 3 with its downwardly projecting legs inside the drain 1, however, the flanges 7 of the drain grid 2 rest on top of the bitumen mass. Through openings 5 in the flanges 7, bitumen mass is filled until the upper surface of the drain grid 2 is substantially aligned with the surrounding surfaces. Thereafter, the drain grate 2 is rolled over until it is aligned with the surrounding surfaces, whereby excess bitumen mass 3 is forced through the openings 5 and then removed from the surface of the drain grate 2. The described method according to the present invention provides a simple and very fast way to achieve an alignment of the drain grid 2 in relation to the surrounding surfaces, which grid can be adjusted to a lower or higher level due to abrasion of the surrounding surfaces or possible application of new asphalt.
Om den omgivande ytan slits ned och avloppsgallret 2 måste sänkas upphettas avloppsgallret 2 till en temperatur omkring 100°C, varigenom bitumenmassan 3 samtidigt upphet- tas. Därefter vältas avloppsgallret 2 tills dess övre yta är i nivå med omgivningarna, varigenom bitumenmassan 3 pressas genom öppningarna 5 tills nivåinriktningen är upp- nådd. överskott av bitumenmassa bortförs därefter.If the surrounding surface wears down and the drain grate 2 has to be lowered, the drain grate 2 is heated to a temperature of around 100 ° C, whereby the bitumen mass 3 is simultaneously heated. Thereafter, the drain grate 2 is overturned until its upper surface is level with the surroundings, whereby the bitumen mass 3 is pressed through the openings 5 until the level alignment is reached. excess bitumen mass is then removed.
För att lyfta avloppsgallret 2, såsom för att uppnå inriktning med den övre ytan av ny asfalt på omgivande ytor, upphettas avloppsgallret 2 på samma sätt tills förbindningen mellan bitumenmassan 3 och flänsarnas 7 un- dersida lösgörs. Därefter lyfts avloppsgallret 2 till öns- kad nivå, bitumenmassor återfylls via öppningarna 5 tills det öppna utrymmet mellan bitumenmassans 3 yta och flän- sarnas undersida är fyllt. Avloppsgallret 2 vältas där- efter igen till dess att övre ytan är inriktad med omgiv- ningarna, och eventuellt överskott av bitumenmassa bort- förs. *fi 10 15 20 25 30 35 468 562 3 Sätten enligt föreliggande uppfinning tillhandahåller en möjlighet för enkel och snabb justering av avloppsgall- rets 2 övre yta för att inrikta denna med omgivande ytor genom att lyfta eller sänka avloppsgallret och därigenom uppnå inriktning med omgivande ytor.To lift the drain grid 2, such as to achieve alignment with the upper surface of new asphalt on surrounding surfaces, the drain grid 2 is heated in the same way until the connection between the bitumen mass 3 and the underside of the flanges 7 is loosened. Then the drain grate 2 is raised to the desired level, bitumen masses are refilled via the openings 5 until the open space between the surface of the bitumen mass 3 and the underside of the flanges is filled. The drain grate 2 is then rolled over again until the upper surface is aligned with the surroundings, and any excess bitumen mass is removed. * enligt 10 15 20 25 30 35 468 562 3 The methods of the present invention provide an opportunity for simple and rapid adjustment of the upper surface of the drain grid 2 to align it with surrounding surfaces by raising or lowering the drain grid and thereby achieving alignment with surrounding surfaces. .
Claims (2)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO891396A NO168434C (en) | 1989-04-03 | 1989-04-03 | PROCEDURE FOR REDUCING AND RAISING A DRAINAGE SHARE IN RELATION TO A DRAINAGE |
Publications (3)
Publication Number | Publication Date |
---|---|
SE9102860L SE9102860L (en) | 1991-10-03 |
SE9102860D0 SE9102860D0 (en) | 1991-10-03 |
SE468562B true SE468562B (en) | 1993-02-08 |
Family
ID=19891897
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE9102860A SE468562B (en) | 1989-04-03 | 1991-10-03 | SAID TO LIFT RESPECTIVE SAID TO LOWER A WASTE GRILL RELATIVELY A WEDDING WASTE |
Country Status (5)
Country | Link |
---|---|
AU (1) | AU5400290A (en) |
DK (1) | DK165378C (en) |
NO (1) | NO168434C (en) |
SE (1) | SE468562B (en) |
WO (1) | WO1990012166A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT404609B (en) * | 1997-03-10 | 1999-01-25 | Fleischhacker Gerhard | SHAFT COVER |
US9567740B2 (en) | 2014-08-15 | 2017-02-14 | Brenda SADLER | Catch basin grate |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3217619A (en) * | 1961-09-15 | 1965-11-16 | Manholes Inc | Manhole structure |
US3326100A (en) * | 1965-05-14 | 1967-06-20 | Edwin H White | Manhole extension |
NO149395C (en) * | 1981-11-04 | 1984-04-11 | Roald H Isaksen | REMOVAL DRAINAGE RISK |
FI70958C (en) * | 1983-01-28 | 1986-10-27 | Suomivalimo Oy | LOCKRAM FOER BRUNNAR I ANSLUTNING TILL UNDERJORDISKA KANALER |
SE430998B (en) * | 1983-03-02 | 1983-12-27 | Thure Anders Sixten Arvidson | Method for adjusting the height position of existing drain covers in roadways, and a cover-supporting ring provided for carrying out the method |
GB8702224D0 (en) * | 1987-02-02 | 1987-03-11 | Lighthorne L | Frames for covers/gratings |
-
1989
- 1989-04-03 NO NO891396A patent/NO168434C/en unknown
-
1990
- 1990-04-02 WO PCT/NO1990/000059 patent/WO1990012166A1/en active Application Filing
- 1990-04-02 AU AU54002/90A patent/AU5400290A/en not_active Abandoned
-
1991
- 1991-10-02 DK DK168691A patent/DK165378C/en not_active IP Right Cessation
- 1991-10-03 SE SE9102860A patent/SE468562B/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
NO168434B (en) | 1991-11-11 |
AU5400290A (en) | 1990-11-05 |
DK165378B (en) | 1992-11-16 |
SE9102860L (en) | 1991-10-03 |
DK168691D0 (en) | 1991-10-02 |
NO891396L (en) | 1990-10-04 |
WO1990012166A1 (en) | 1990-10-18 |
DK168691A (en) | 1991-10-02 |
NO891396D0 (en) | 1989-04-03 |
SE9102860D0 (en) | 1991-10-03 |
DK165378C (en) | 1993-04-05 |
NO168434C (en) | 1992-02-19 |
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