DK154443B - DEVICE FOR UNDERGRADING A WIRE IN THE SEA - Google Patents
DEVICE FOR UNDERGRADING A WIRE IN THE SEA Download PDFInfo
- Publication number
- DK154443B DK154443B DK505980AA DK505980A DK154443B DK 154443 B DK154443 B DK 154443B DK 505980A A DK505980A A DK 505980AA DK 505980 A DK505980 A DK 505980A DK 154443 B DK154443 B DK 154443B
- Authority
- DK
- Denmark
- Prior art keywords
- nozzles
- hose
- nozzle
- seabed
- angle
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9206—Digging devices using blowing effect only, like jets or propellers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
- E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
- E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
- E02F5/107—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using blowing-effect devices, e.g. jets
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/12—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
- E02F5/125—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches underwater
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Supports For Pipes And Cables (AREA)
- Electric Cable Installation (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Description
DK 154443 BDK 154443 B
Den foreliggende opfindelse angår et apparat til nedgravning af en ledning, f.eks. et kabel eller en rørledning i havbunden, og bestående af et antal bagudrettede (regnet i graveretningen) dyser, som er tilkoblet en fælles trykvæskeførende slange og er anbragt på begge 5 sider af slangens midterlinie.The present invention relates to an apparatus for burying a conduit, e.g. a cable or a pipeline in the seabed, and consisting of a number of rearwardly directed (calculated in the direction of gravity) nozzles which are connected to a common pressure-fluid-carrying hose and located on both 5 sides of the center line of the hose.
Der kendes flere forskellige typer af graveapparater for nedgravning af en ledning i havbunden, som benytter sig af dyser. Eksempler på dette er vist i de amerikanske patentskrifter nr. 3 217 499 og 3 505 826.Several different types of excavators are known for burying a conduit in the seabed using nozzles. Examples of this are shown in U.S. Patent Nos. 3,217,499 and 3,505,826.
1010
De i disse patentskrifter omhandlede apparater betjener sig af en slags slæde, som med en mede på hver side af røret eller kablet, der skal nedgraves, trækkes hen over havbunden bærende et aggregat bestående af tryk-væskedyser, som løsner havbunden på begge sider af kablet 15 eller røret, og sugerør til bortsugning af det løsnede materiale. Et væsentligt mindre kompliceret apparat kendes fra det amerikanske patentskrift nr. 2 755 632.The apparatus disclosed in these patents is operated by a kind of sledge which is pulled over the seabed by means of a med on each side of the pipe or cable carrying an assembly of pressurized liquid nozzles which detach the seabed on both sides of the cable. 15 or the tube, and suction tubes for suction of the loosened material. A considerably less complicated apparatus is known from US Patent No. 2 755 632.
Ifølge dette patentskrift sænkes rørslanger med trykvæske ned på begge sider af røret eller kablet, der skal ned-20 graves. Rørslangerne er på undersiden forsynet med dyser, som kan drejes således, at trykvæsken fra dyserne kan bringes til at løsne materialet i havbunden langs siderne af røret eller kablet, der skal nedgraves eller til at løsne havbundsmaterialet under disse. Også dette 25 apparat må have sugerør, der munder ud bag ved dyserne, for at fjerne det løsnede materiale, der ellers ville blive liggende. Disse udsugningsrør betyder ikke alene en betydelig vægtforøgelse, men nødvendiggør også et mere kompliceret maskineri, idet fartøjet, som trækker 30 graveapparatet hen over havbunden, foruden pumper til højtryksvæske må have pumper, som har tilstrækkelig kapacitet til at pumpe den løsgjorte materialemængde op til havoverfladen i samme tempo, som det løsnes af trykvæskedyserne.According to this patent, pipe hoses with pressurized fluid are lowered on both sides of the pipe or cable to be buried. The pipe hoses are provided on the underside with nozzles which can be rotated so that the pressurized fluid from the nozzles can be released to release the material into the seabed along the sides of the pipe or cable to be buried or to release the seabed material below it. Also, this apparatus must have suction pipes that open behind the nozzles to remove the loosened material that would otherwise remain. These suction pipes not only mean a significant increase in weight, but also necessitate a more complicated machinery, since the vessel which pulls the excavator over the seabed must, in addition to high-pressure fluid pumps, have pumps that have sufficient capacity to pump the released material up to the sea surface in at the same rate as it is detached by the pressure fluid nozzles.
DK 154443BDK 154443B
22
Opfindelsen angår, som nævnt ovenfor, et apparat til nedgravning af en ledning, f.eks. et kabel eller en rørledning i havbunden, som i princippet er af samme art som det i amerikansk patentskrift nr. 2 755 632 5 omhandlede, og bestående af et antal bagudrettede dyser (regnet i graveretningen), som er tilkoblet en fælles trykvæskeførende slange og er anbragt på begge sider af slangens midterlinie, og opfindelsens formål er at fremstille et sådant apparat, hvor sugerørene undgås, 10 og hvis vægt derved er bragt ned på et minimum.The invention relates, as mentioned above, to an apparatus for burying a conduit, e.g. a cable or pipeline in the seabed, which is in principle the same as that of US Patent No. 2 755 632 5, and consisting of a number of rear nozzles (calculated in the direction of gravity) which are connected to a common pressurized fluid hose and are arranged on both sides of the center line of the hose, and the object of the invention is to produce such an apparatus in which the suction pipes are avoided, and the weight of which is thereby reduced to a minimum.
Det opnås ifølge opfindelsen ved, at dyserne to og to er anbragt parvis, og at den ene dyse i hvert par er rettet skråt nedad og den anden skråt opad. Herved overflødiggøres sugerørene og det tilhørende pumpeanlæg, 15 idet ejektorvirkningen fra de opadrettede dyser frem bringer en vandstrøm, som bortfører det materiale, som er løsgjort og fluidiseret af de nedadrettede dyser.This is achieved by the invention in that the nozzles two and two are arranged in pairs and that one nozzle in each pair is directed obliquely downwards and the other obliquely upwards. Thereby, the suction pipes and the associated pumping system are superfluous, the ejector action of the upstream nozzles generating a flow of water which removes the material which is detached and fluidized by the downstream nozzles.
Det bortførte materiale aflejrer sig efterhånden på den nedgravede ledning bag ved apparatet.The abducted material eventually deposits on the buried wire behind the apparatus.
20 Ved en foretrukket udførelsesform for opfindelsen er summen af vinklerne mellem et plan parallelt med den trykvæskeførende slange og de to dyser i det mindste tilnærmelsesvis ret. Herved opnås normalt den mest fordelagtige bortledning af det løsgjorte materiale. Under 25 visse forhold kan det være hensigtsmæssigt at udføre vinkelen mellem det nævnte plan og den nedadrettede dyse noget mindre end vinkelen mellem det samme plan og den opadrettede cfyse.In a preferred embodiment of the invention, the sum of the angles between a plane parallel to the pressurized fluid hose and the two nozzles is at least approximately right. This usually results in the most advantageous removal of the detached material. Under certain conditions, it may be convenient to make the angle between said plane and the downward nozzle somewhat smaller than the angle between the same plane and the upside down.
Opfindelsen vil i det følgende blive forklaret nærmere 30 med henvisning til tegningen, hvor fig. 1 skematisk viser apparatet ifølge opfindelsen under brugen, 3The invention will now be explained in greater detail with reference to the drawing, in which: 1 schematically shows the apparatus according to the invention in use, 3
DK 154443 BDK 154443 B
fig. 2 viser apparatet set fra siden, og fig. 3 viser et længdesnit efter linien 111 — 111 på fig.FIG. 2 is a side view of the apparatus, and FIG. 3 shows a longitudinal section along the line 111 - 111 of FIG.
2.2nd
Som det vil fremgå af tegningen, kan apparatet ifølge 3 opfindelsen udføres uhyre enkelt. I princippet består det af en trykvæskeførende slange 1, til hvilken der er koblet dyseanordninger 2 på begge sider af slangens midterlinie. Dyserne er anbragt som dysepar 3 med en dyse 4, der er rettet skråt opad/bagud, og en dyse 5, 10 som er rettet bagud/nedad. Hvert dysepar 3 er anbragt på enden af en fra en hylsterformet holdedel 6 nedadrettet rørstuds 7. Den hylsterformede holdedel 6 er let at sammenkoble med slangen 1. På denne måde er det enkelt at forlænge det samlede graveaggregat ved at tilkoble 15 et eller flere slangestykker og en eller flere holdedele 6 med arme 7 og dysepar 3. Længden af aggregatet, d.v.s. antallet af dysepar, afhænger af grunden, som renden 8 skal graves i. Dersom den er en let masse, nærmest dynd, vil man kunne nøjes med en eller to holdere med 20 arme og dysepar. Længden af aggregatet, altså antallet af dysepar, må forøges, hvis der skal arbejdes i en hårdere grund.As will be apparent from the drawings, the apparatus according to the invention can be designed extremely simply. In principle, it consists of a pressurized hose 1 to which nozzle devices 2 are connected on both sides of the center line of the hose. The nozzles are arranged as nozzle pairs 3 with a nozzle 4 directed upward / backward and a nozzle 5, 10 directed backward / downward. Each nozzle pair 3 is disposed on the end of a downwardly extending tubing member 7 from a hollow-shaped holding member 6. The hollow-shaped holding member 6 is readily interconnected with the hose 1. In this way, it is easy to extend the entire excavator assembly by connecting one or more hose pieces and one or more holding parts 6 with arms 7 and nozzle pairs 3. The length of the unit, ie the number of nozzle pairs depends on the ground in which the gutter 8 is to be dug. If it is a light mass, almost like a duvet, one or two holders with 20 arms and nozzle pairs can be satisfied. The length of the unit, ie the number of nozzle pairs, must be increased if a harder ground is to be worked.
Som det er vist i fig. 2 er summen af vinkelen a, som dysen 4 danner med et tænkt plan parallelt med slangen 25 1, og vinklen β, som dysen 3 danner med samme plan, omtrent ret. Det kan som vist også være hensigtsmæssigt, at vinklen α er noget større end vinklen β.As shown in FIG. 2 is the sum of the angle α which the nozzle 4 forms with a conceived plane parallel to the hose 25 1, and the angle β which the nozzle 3 forms with the same plane is approximately right. As may be seen, it may also be appropriate that the angle α be somewhat larger than the angle β.
Som det vil fremgå af tegningen og beskrivelsen ovenfor er apparatet meget enkelt og robust. Det består ganske 30 enkelt af en trykvæskeførende slange med påsatte holdere til rørstudse 7 med dysepar 3. Når man skal begynde på et gravearbejde, må der først på anden vis gravesAs will be seen from the drawing and description above, the apparatus is very simple and robust. It consists quite simply of a pressurized fluid-carrying hose with attached holders for pipe nozzle 7 with nozzle pairs 3. If you are going to start an excavation, you must first dig in another way
DK 154443 BDK 154443 B
4 et så langt stykke af en rende, at man kan få et stykke af ledningen 9 ned i bunden af renden i den dybde, man ønsker ledningen. Derefter lægges apparatet ifølge opfindelsen med armene 7 på begge sider af ledningen ned 5 i renden, og der tilføres trykvand til ledningen 1.4 is such a long piece of a gutter that one can get a piece of the conduit 9 down into the bottom of the gutter at the depth you want the conduit. Then the apparatus according to the invention is laid down with arms 7 on both sides of the conduit 5 in the gutter and pressure water is supplied to the conduit 1.
Trykvandsforsyningen, f.eks. et kraftigt pumpeaggregat, kan befinde sig i en båd, eller den kan transporteres på en slæde umiddelbart foran graveaggregatet. Det hele kan styres af en dykker eller ved hjælp af et fjernsyns-10 kamera. De skråt nedadrettede dyser 5 vil spule massen løs i bunden og spule den bagud. På grund af hvirveldannelse fås en fluidiseret masse, som hvirvles opad mod området for dyserne 4, som sørger for, at den fluidiserede masse føres yderligere opad og bagud. Massen vil så 15 holde sig svævende i vandet, indtil ledningen 9 er ført ned til den forudbestemte dybde, og først når massen er kommet udenfor de bageste dysepars virkeområde, vil den falde til ro og synke ned i renden igen og fylde denne op. Dersom det drejer sig om en let masse, kan 20 en del af den ophvirvlede masse blive ført bort på grund af strømforhold, således at renden ikke umiddelbart bliver fyldt op. Imidlertid vil grøften af de samme vandstrømme blive fyldt op relativt hurtigt.The pressurized water supply, e.g. a powerful pump unit can be in a boat or it can be transported on a sled directly in front of the excavator. The whole thing can be controlled by a diver or with the help of a television 10 camera. The inclined downward nozzles 5 will flush the pulp loose at the bottom and flush it backwards. Due to vortex formation, a fluidized mass is obtained which is swirled upwards towards the region of the nozzles 4, which ensures that the fluidized mass is moved further upwards and backwards. The mass will then float in the water until the conduit 9 is brought down to the predetermined depth, and only when the mass has been outside the scope of the rear nozzles will it settle and sink into the gutter again, filling it up. In the case of a light mass, part of the swirled mass can be carried away due to current conditions, so that the gutter is not immediately filled. However, the ditch of the same water streams will fill up relatively quickly.
Apparatet ifølge opfindelsen er billigt at fremstille, 25 let at transportere og rigge på plads, driftssikkert og effektivt under brugen og enkelt at regulere til forskellige typer materiale i havbunden.The apparatus according to the invention is inexpensive to manufacture, easy to transport and rig in place, reliable and efficient during use and easy to regulate for different types of material in the seabed.
Et prøveapparat ifølge opfindelsen er blevet prøvet ved nedgravning af elektriske kabler i de nordnorske 30 fjorde, og resultatet har været meget godt.A test apparatus according to the invention has been tested by the burial of electric cables in the northern Norwegian fjords, and the result has been very good.
Claims (3)
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO791171 | 1979-04-06 | ||
NO791171A NO145205C (en) | 1979-04-06 | 1979-04-06 | DEVICE FOR EXCAVING A WIRE IN THE SEA. |
PCT/NO1980/000010 WO1980002169A1 (en) | 1979-04-06 | 1980-03-28 | Arrangement for burying a line in the sea bed |
NO8000010 | 1980-03-28 |
Publications (2)
Publication Number | Publication Date |
---|---|
DK154443B true DK154443B (en) | 1988-11-14 |
DK154443C DK154443C (en) | 1989-06-19 |
Family
ID=19884801
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DK585980A DK505980A (en) | 1979-04-06 | 1980-11-28 | DEVICE FOR UNDERGRADING A WIRE IN THE SEA |
DK505980A DK154443C (en) | 1979-04-06 | 1980-11-28 | DEVICE FOR UNDERGRADING A WIRE IN THE SEA |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DK585980A DK505980A (en) | 1979-04-06 | 1980-11-28 | DEVICE FOR UNDERGRADING A WIRE IN THE SEA |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0026182B1 (en) |
DE (1) | DE3066125D1 (en) |
DK (2) | DK505980A (en) |
NO (1) | NO145205C (en) |
WO (1) | WO1980002169A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0251389B1 (en) * | 1986-06-19 | 1990-03-07 | Hollandsche Beton Groep N.V. | Apparatus for underwater covering of a line, such as a pipeline and/or other objects, with loose material |
GB2363407A (en) * | 2000-06-12 | 2001-12-19 | Frank Mohn Flatoey As | Trenching apparatus |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2755632A (en) * | 1952-03-14 | 1956-07-24 | Brown & Root | Submarine burying apparatus |
US3751927A (en) * | 1972-02-22 | 1973-08-14 | Brown & Root | Apparatus for entrenching submerged elongate structures |
US3786642A (en) * | 1972-05-16 | 1974-01-22 | Brown & Root | Method and apparatus for entrenching submerged elongate structures |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3019535A (en) * | 1960-07-25 | 1962-02-06 | David R Talbott | Apparatus for removing matter from the bottom of waterways |
US3576111A (en) * | 1968-07-03 | 1971-04-27 | Urban A Henry Jr | Underwater pipeline-burying apparatus |
GB1286521A (en) * | 1969-04-10 | 1972-08-23 | Nederlandse Offshore Co | Method of burying sub-sea pipelines, cables and the like |
US3926003A (en) * | 1971-08-27 | 1975-12-16 | Robert M Norman | Bouyancy and attitude correction method and apparatus |
NO773409L (en) * | 1976-10-08 | 1978-04-11 | Vickers Ltd | METHOD AND DEVICE FOR EXCAVATION OF DITCHES |
-
1979
- 1979-04-06 NO NO791171A patent/NO145205C/en unknown
-
1980
- 1980-03-28 WO PCT/NO1980/000010 patent/WO1980002169A1/en active IP Right Grant
- 1980-03-28 DE DE8080900566T patent/DE3066125D1/en not_active Expired
- 1980-10-23 EP EP80900566A patent/EP0026182B1/en not_active Expired
- 1980-11-28 DK DK585980A patent/DK505980A/en unknown
- 1980-11-28 DK DK505980A patent/DK154443C/en not_active IP Right Cessation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2755632A (en) * | 1952-03-14 | 1956-07-24 | Brown & Root | Submarine burying apparatus |
US3751927A (en) * | 1972-02-22 | 1973-08-14 | Brown & Root | Apparatus for entrenching submerged elongate structures |
US3786642A (en) * | 1972-05-16 | 1974-01-22 | Brown & Root | Method and apparatus for entrenching submerged elongate structures |
Also Published As
Publication number | Publication date |
---|---|
NO145205B (en) | 1981-10-26 |
DE3066125D1 (en) | 1984-02-23 |
DK154443C (en) | 1989-06-19 |
DK505980A (en) | 1980-11-28 |
NO791171L (en) | 1980-10-07 |
NO145205C (en) | 1982-02-03 |
WO1980002169A1 (en) | 1980-10-16 |
EP0026182A1 (en) | 1981-04-08 |
EP0026182B1 (en) | 1984-01-18 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PBP | Patent lapsed |