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DK165378B - PROCEDURE FOR SUBMISSION OR LIFTING OF A SURFACES OF SURFACE WATER - Google Patents

PROCEDURE FOR SUBMISSION OR LIFTING OF A SURFACES OF SURFACE WATER Download PDF

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Publication number
DK165378B
DK165378B DK168691A DK168691A DK165378B DK 165378 B DK165378 B DK 165378B DK 168691 A DK168691 A DK 168691A DK 168691 A DK168691 A DK 168691A DK 165378 B DK165378 B DK 165378B
Authority
DK
Denmark
Prior art keywords
grate
drain
bitumen
surrounding surfaces
surface water
Prior art date
Application number
DK168691A
Other languages
Danish (da)
Other versions
DK168691D0 (en
DK168691A (en
DK165378C (en
Inventor
Roald Isaksen
Original Assignee
Smith Christen Ing 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 Smith Christen Ing As filed Critical Smith Christen Ing As
Publication of DK168691D0 publication Critical patent/DK168691D0/en
Publication of DK168691A publication Critical patent/DK168691A/en
Publication of DK165378B publication Critical patent/DK165378B/en
Application granted granted Critical
Publication of DK165378C publication Critical patent/DK165378C/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)
  • Road Paving Structures (AREA)
  • Removal Of Specific Substances (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Description

iin

DK 165378BDK 165378B

Opfindelsen angår en fremgangsmåde til sænkning og en fremgangsmåde til hævning af en afløbsrist i forhold til et nedgravet afløb til modtagelse af overfladevand fra omgivende overf 1 ader.The invention relates to a method for lowering and a method for raising a drain grate relative to a buried drain for receiving surface water from surrounding surfaces.

55

Fastgørelsen af en rist over et afløb på en sådan måde, at ristens øvre overflade er rettet ind i forhold til tilstødende overflader på en vejbane, en parkeringsplads, et torv, en lufthavnslandingsbane og lignende områder er forbundet med 10 omfattende justeringsforanstaltninger, og dette er især tilfældet, når der skal foregå en indstilling af afløbsristen efter, at de tilstødende flader er blevet asfalteret, eller når asfalten er slidt ned, og risten derfor skal sænkes for at opnå den ønskede grad af opretning. Denne opretning er nødven-15 dig for at sikre, at overf ladevandet strømmer fra de omgivende flader frem til afløbet og også for at undgå, at afløbsristen rager op over overfladen og derved udgør en gene for trafikken. Behovet for at indstille afløbsristen foreligger også i tilfælde, hvor risten skal løftes i forhold til de omgivende 20 flader, såsom ved lægning af nyt asfalt på disse flader.The fixing of a grate over a drain in such a way that the upper surface of the grate is aligned with adjacent surfaces of a roadway, a parking lot, a square, an airport runway and similar areas is associated with 10 comprehensive adjustment measures, and this is particularly the case. in the case of a setting of the drain grate after the adjacent surfaces have been paved or when the asphalt has worn down and the grate must therefore be lowered to achieve the desired degree of alignment. This alignment is necessary to ensure that the surface water flows from the surrounding surfaces to the drain and also to prevent the drain grate protruding above the surface, thereby constituting a nuisance to the traffic. The need to adjust the drain grate also exists in cases where the grate must be lifted relative to the surrounding 20 surfaces, such as when laying new asphalt on these surfaces.

Ved hjælp fremgangsmåderne ifølge den foreliggende opfindelse kan af løbsristens øvre overflade indstilles meget hurtigt og let til det ønskede niveau i forhold til de omgivende overfla-25 der, og ligeledes kan afløbsristen også let og hurtigt indstilles, hvis de omgivende overfladers niveau skal sænkes eller hæves. Dette opnås ved hjælp af en fremgangsmåde ifølge opfindelsen, der er kendetegnet ved det i den kendetegnende del af krav 1 eller 2 angivne.By the methods of the present invention, the upper surface of the grating can be adjusted very quickly and easily to the desired level with respect to the surrounding surfaces, and likewise the drain grating can also be easily and quickly adjusted if the level of the surrounding surfaces is to be lowered or raised. . This is achieved by a method according to the invention, characterized in that in the characterizing part of claims 1 or 2.

3030

Opfindelsen beskrives nærmere nedenfor under henvisning til teningen, hvor fig. 1 viser et tværsni t af et afløb ifølge opf i ndel sen, og 35 fig. 2 viser afløbsristen, set ovenfra.The invention is further described below with reference to the ignition, wherein FIG. 1 is a cross-sectional view of a drain according to the invention, and FIG. 2 is a top view of the drainage grid.

22

DK 165378BDK 165378B

Ved gravningen af et betonafløb i den overflade, hvorfra overfladevand skal fjernes, anbringes der en betonmasse 4 oven på afløbets øvre kantflader for at opnå en grov opretning af den øvre flade i forhold til den omgivende flade, hvorved sikres, 5 at afløbet 1 har en passende hældningsgrad på langs for det vand, der skal fjernes. Til støbningen af denne betonmasse 4 kan der anvendes et støberammebræt 6, som imidlertid fjernes efter afsluttet installering. Oven på betonmassen 4 lægges der en bitumenmasse 3 og oven på denne masse 3 placeres afløbsri-10 sten 2 med nedadragende · ben anbragt inden i afløbet 1, idet af løbsristens 2 flanger 7 imidlertid hviler ovenpå bitumenmassen. Via huller 5 i flangerne 7 tilføres der bitu-menmasse indtil af løbsristens 2 øvre overflade i alt væsentligt ligger på linie med de omgivende flader. Derefter tromles 15 afløbsristen 2 indtil den er rettet fuldstændigt ind i forhold til de omgivende flader, hvorved overskydende bitumenmmasse 3 presses ud igennem hullerne 5 og fjernes efterfølgende fra af løbsristens 2 overflade. Den beskrevne fremgangsmåde ifølge opfindelsen tilvejebringer en enkel og meget hurtig metode til 20 at opnå opretning af afløbsristen i forhold til de omgivende overf1 ader. Risten kan indstilles til et 1avere eller højere niveau ved slid af de omgivnede flader eller eventuel lægning af ny asfalt.When digging a concrete drain into the surface from which surface water is to be removed, a concrete mass 4 is placed on top of the upper edge surfaces of the drain to obtain a rough alignment of the upper surface with respect to the surrounding surface, thereby ensuring that the drain 1 has a appropriate slope of slope for the water to be removed. For the casting of this concrete mass 4, a casting frame board 6 can be used, which however is removed after installation is completed. On top of the concrete mass 4, a bitumen mass 3 is laid and on top of this mass 3 the drain grate 2 with downwardly projecting legs is placed inside the drain 1, however, of the flanges 7 of the grate 2 resting on the bitumen mass. Through holes 5 in the flanges 7, bitumen mass is applied until the upper surface of the grating 2 is substantially aligned with the surrounding surfaces. Then, the drain grate 2 is drummed until completely aligned with the surrounding surfaces, whereby excess bitumen pulp 3 is pressed out through the holes 5 and subsequently removed from the surface of the grate 2. The disclosed method of the invention provides a simple and very quick method of obtaining the drain grate in relation to the surrounding surfaces. The grating can be set to a lower or higher level by abrading the surrounding surfaces or possibly laying new asphalt.

25 Hvis den omgivende flade er blevet slidt ned, og afløbsristen 2 skal sænkes, opvarmes afløbsristen 2 til en temperatur på ca. 100°C, hvorved bitumenmassen 3 samtidigt opvarmes. Derefter tromles afløbsristen 2 ned indtil dens øvre overflade er rettet ind i forhold til omgivelserne, idet dele af bitumen-30 massen 3 presses ud igennem hullerne 5 indtil opretningen opnås. Overskydende bitumenmasse fjernes derefter.25 If the surrounding surface has been worn down and the drain grate 2 is to be lowered, the drain grate 2 is heated to a temperature of approx. 100 ° C, thereby heating the bitumen mass 3 simultaneously. The drain grate 2 is then drummed down until its upper surface is aligned with the surroundings, with portions of the bitumen pulp 3 being pushed out through the holes 5 until the alignment is achieved. Excess bitumen pulp is then removed.

Med henblik på at løfte afløbsristen 2, således at der opnås opretning af den øvre overflade i forhold til ny asfalt på de 35 omgivende flader, opvarmes afløbsristen 2 også indtil sammenbindingen imellem bitumenmassen 3 og undersiden af flangerne 7 udløses. Derefter løftes afløbsristen 2 til det ønskede niveauIn order to lift the drain grate 2 so as to achieve alignment of the upper surface with respect to new asphalt on the surrounding surfaces, the drain grate 2 is also heated until the connection between the bitumen mass 3 and the underside of the flanges 7 is released. Then the drain grate 2 is lifted to the desired level

Claims (2)

15 Patentkrav.15 Patent claims. 1. Fremgangsmåde til sænkning af en afløbsrist i fo,rhold til et nedgravet afløb til modtagelse af overfladevand fra omgi- 20 vende overflader, kendetegnet ved, at risten (2) opvarmes til en temperatur på ca. 100eC, således at bitumen-massen (3) imellem risten og afløbet samtidigt opvarmes, at risten (2) sænkes ved hjælp af en nedadrettet kraft indtil risten er rettet ind i niveau med de omgivende flader, hvorved 25 overskydende bitumenmasse (3) slipper ud igennem huller (5) i ristens (2) flanger (7) og derefter fjernes.A method of lowering a drain grate in feed to a buried drain to receive surface water from surrounding surfaces, characterized in that the grate (2) is heated to a temperature of approx. 100eC, so that the bitumen mass (3) between the grate and the drain is simultaneously heated so that the grate (2) is lowered by a downward force until the grate is aligned with the surrounding surfaces, whereby excess bitumen mass (3) escapes through holes (5) in the flanges (7) of the grate (2) and then removed. 2. Fremgangsmåde til løftning af en afløbsrist i forhold til et nedgravet afløb til modtagelse af overfladevand fra omgi- 30 vende overflader, kendetegnet ved, at risten (2) opvarmes i en sådan grad, at den frigøres fra bitumenmassen (3) imellem risten og afløbet, at risten (2) derefter løftes op i det ønskede niveau, at rummet imellem risten (2) og bitu-menmassens (3) øvre overflade dernæst fyldes med yderligere 35 bitumenmasse, og at risten (2) derefter tromles indtil der er opnået opretning med de omgivende flader, hvorved eventuel overskydende bitumenmasse, som tvinges op igennem hullerne (5) i ristens flanger (7), fjernes.A method of raising a drain grate relative to a buried drain for receiving surface water from surrounding surfaces, characterized in that the grate (2) is heated to such an extent that it is released from the bitumen mass (3) between the grate and the drain, that the grate (2) is then lifted to the desired level, that the space between the grate (2) and the upper surface of the bitumen (3) is then filled with an additional 35 bitumen mass and that the grate (2) is then drummed until it is obtained. alignment with the surrounding surfaces, thereby removing any excess bitumen mass which is forced up through the holes (5) in the flanges (7) of the grate.
DK168691A 1989-04-03 1991-10-02 PROCEDURE FOR SUBMISSION OR LIFTING OF A SURFACES OF SURFACE WATER DK165378C (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
NO891396 1989-04-03
NO891396A NO168434C (en) 1989-04-03 1989-04-03 PROCEDURE FOR REDUCING AND RAISING A DRAINAGE SHARE IN RELATION TO A DRAINAGE
PCT/NO1990/000059 WO1990012166A1 (en) 1989-04-03 1990-04-02 Drain for surface water
NO9000059 1990-04-02

Publications (4)

Publication Number Publication Date
DK168691D0 DK168691D0 (en) 1991-10-02
DK168691A DK168691A (en) 1991-10-02
DK165378B true DK165378B (en) 1992-11-16
DK165378C DK165378C (en) 1993-04-05

Family

ID=19891897

Family Applications (1)

Application Number Title Priority Date Filing Date
DK168691A DK165378C (en) 1989-04-03 1991-10-02 PROCEDURE FOR SUBMISSION OR LIFTING OF A SURFACES OF SURFACE WATER

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
SE9102860D0 (en) 1991-10-03
DK168691D0 (en) 1991-10-02
NO891396D0 (en) 1989-04-03
SE9102860L (en) 1991-10-03
DK168691A (en) 1991-10-02
NO891396L (en) 1990-10-04
AU5400290A (en) 1990-11-05
NO168434C (en) 1992-02-19
SE468562B (en) 1993-02-08
WO1990012166A1 (en) 1990-10-18
DK165378C (en) 1993-04-05

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Legal Events

Date Code Title Description
B1 Patent granted (law 1993)
PBP Patent lapsed