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 PDFInfo
- 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
Links
- 238000000034 method Methods 0.000 title claims description 9
- 239000002352 surface water Substances 0.000 title claims description 6
- 239000010426 asphalt Substances 0.000 claims description 18
- 238000005266 casting Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000284 resting effect Effects 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)
- 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)
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)
| 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 not_active Ceased
- 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 |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4906128A (en) | Adjustable manhole cover | |
| US5211504A (en) | Adjustable manhole top | |
| US5860763A (en) | Sidewalk leveling method and device | |
| DK165378B (en) | PROCEDURE FOR SUBMISSION OR LIFTING OF A SURFACES OF SURFACE WATER | |
| US2174035A (en) | Sidewalk, floor, or roadway construction | |
| BE1021736B1 (en) | ASSEMBLY MEANS AND METHOD FOR MOUNTING A DRIVE COVER AND METHOD FOR ADJUSTING AN INSPECTION PUT | |
| KR20110000617U (en) | Eco-friendly timber sidewalk blocks that is easy to establishment | |
| KR101197670B1 (en) | Drain for Bridge and method using the same | |
| KR100445627B1 (en) | A road border construction process | |
| US6769837B1 (en) | Monolithic asphalt surface with shielding edges | |
| MXPA03002563A (en) | Method and apparatus for extracting and installing heat exchanger bundles. | |
| CN217351977U (en) | Effectual way brick structure of municipal administration infiltration | |
| KR20210022325A (en) | Permeable block drain hole forming device and permeable block using same | |
| CA2476003A1 (en) | Landscaping block and system for use | |
| CN206396570U (en) | A kind of garden road pile foundation type spit of fland walks structure | |
| CN223496945U (en) | Environment-friendly municipal road floor tile | |
| CN112095494A (en) | Construction method for heightening bridge pad stone | |
| CN205804079U (en) | A kind of novel road engineering prevention maintaining asphalt pavement structure | |
| IL126387A (en) | Device for mounting an access cover | |
| KR100789216B1 (en) | Drainage plate joining structure constructed using nail gun and drainage plate construction method using the same | |
| NL1017232C2 (en) | Device for making gutter for draining away rainwater from road or path comprises two spaced apart positionable moulds | |
| FI127104B (en) | Next to a plinth lying | |
| US360152A (en) | David haegee | |
| JP2000257010A (en) | Sidewalk drainage plate and its laying down method | |
| RU2004111580A (en) | METHOD FOR REPAIR OF ASPHALT-CONCRETE COVERINGS OF ROADS |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| B1 | Patent granted (law 1993) | ||
| PBP | Patent lapsed |