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 WASTE

Info

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
Application number
SE9102860A
Other languages
Swedish (sv)
Other versions
SE9102860L (en
SE9102860D0 (en
Inventor
R Isaksen
Original Assignee
Ingenioer Christen Smith As
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 Ingenioer Christen Smith As filed Critical Ingenioer Christen Smith As
Publication of SE9102860L publication Critical patent/SE9102860L/en
Publication of SE9102860D0 publication Critical patent/SE9102860D0/en
Publication of SE468562B publication Critical patent/SE468562B/en

Links

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
    • E03F5/0401Gullies for use in roads or pavements
    • 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
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0407Floor drains for indoor use
    • E03F5/0408Floor 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)

4 8 562 5 10 15 20 25 30 35 PATENTKRAV4 8 562 5 10 15 20 25 30 35 PATENT REQUIREMENTS 1. Sätt att sänka ett avloppsgaller relativt ett in- bäddat avlopp för mottagning av ytvatten från omgivande ytor, k ä n n e t e c k n a t av att gallret (2) upphet- tas till en temperatur av ungefär lOO°C så att bitumenmas- sa (3) mellan gallret och avloppet samtidigt upphettas för sänkning av gallret (2) med hjälp av en nedátriktad kraft till dess att gallret befinner sig i nivà med de omgivande ytorna, varvid överskott av bitumenmassan (3) leds ut ge- nom öppningar (5) i flänsar (7) hos gallret (2) och där- efter förs bort.A method of lowering a drain grid relative to an embedded drain for receiving surface water from surrounding surfaces, characterized in that the grid (2) is heated to a temperature of approximately 100 ° C so that bitumen mass (3) between the grid and the drain are simultaneously heated to lower the grid (2) by means of a downward force until the grid is level with the surrounding surfaces, whereby excess bitumen mass (3) is led out through openings (5) in flanges ( 7) at the grille (2) and then removed. 2. Sätt att lyfta ett avloppsgaller i förhållande till ett inbäddat avlopp för mottagning av ytvatten från omgivande ytor, k ä n n e t e c k n a t av att gallret (2) upphettas i en sàdan grad att gallret frigörs frán bitumenmassan (3) mellan gallret och avloppet, att gallret (2) lyfts till en önskad nivå, att utrymmet mellan gallret (2) och bitumenmassans (3) övre yta fylls med ytterligare bitumenmassa, och att gallret (2) vältas tills inriktning med de omgivande ytorna är uppnàdd, varvid eventuellt överskott av bitumenmassa, som tvingats upp genom öppning- ar (5) i flänsar (7) hos gallret, förs bort.Method of lifting a drain grid relative to an embedded drain for receiving surface water from surrounding surfaces, characterized in that the grid (2) is heated to such an extent that the grid is released from the bitumen mass (3) between the grid and the drain, that the grid (2) is raised to a desired level, that the space between the grid (2) and the upper surface of the bitumen mass (3) is filled with additional bitumen mass, and that the grid (2) is overturned until alignment with the surrounding surfaces is achieved, whereby any excess bitumen mass, forced up through openings (5) in flanges (7) of the grille, is removed.
SE9102860A 1989-04-03 1991-10-03 SAID TO LIFT RESPECTIVE SAID TO LOWER A WASTE GRILL RELATIVELY A WEDDING WASTE SE468562B (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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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