[go: up one dir, main page]

US3529427A - Device for preventing or reducing scours at the lower ends of members supporting marine structures - Google Patents

Device for preventing or reducing scours at the lower ends of members supporting marine structures Download PDF

Info

Publication number
US3529427A
US3529427A US773548A US3529427DA US3529427A US 3529427 A US3529427 A US 3529427A US 773548 A US773548 A US 773548A US 3529427D A US3529427D A US 3529427DA US 3529427 A US3529427 A US 3529427A
Authority
US
United States
Prior art keywords
collar
preventing
scours
sea bed
lower ends
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
US773548A
Inventor
Richard T G Titman
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Delta Diving Ltd
Original Assignee
Delta Diving Ltd
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 Delta Diving Ltd filed Critical Delta Diving Ltd
Application granted granted Critical
Publication of US3529427A publication Critical patent/US3529427A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017Means for protecting offshore constructions

Definitions

  • This invention provides a device for preventing scours at the lower ends of members supporting a marine structure, for example an oil rig.
  • the device comprises a reticulated or perforated collar which encircles the lower end of each member at the sea bed, the collar being secured to the member and having its outer margin anchored to the sea bed.
  • the arrangement is such that the device prevents sand at the sea bed being washed away from the member by tidal movements, but allows the sea water to pass through the collar.
  • This invention relates to a device for preventing or reducing scours at the lower ends of members supporting marine structures.
  • An advantage of the device is that it prevents the formation of scours at, or adjacent, the supporting members of a marine structure, more especially an oil rig, thereby eliminating the possibility of the collapse of the structure.
  • a typical embodiment of the present invention comprises a reticulated or perforated collar which encircles each leg of an oil rig, the collar being fixed to the leg and having its outer margin anchored to the sea bed so that displacement of the collar relatively to the leg and sea bed is prevented.
  • the collar prevents the formation of scours in the sea bed, but allows the flow of water therethrough.
  • FIG. 1 is a plan of one half of a device in accordance with the invention.
  • FIG. 2 is a section on line IIII of FIG. 1, a leg to which the device is attached being shown in elevation and
  • FIG. 3 is a plan, drawn to an enlarged scale, of a sec tor of the device.
  • the leg 1 is circular States Patent 0 l in cross section and is tubular, but in some instances, the leg may be of a shape other than circular in cross section.
  • Fitted to the leg 1 is a circular collar 2 about 28 ft. in diam ter, but this dimension may be varied according to require ment.
  • the collar is formed from a meshed sheet material which is not adversely affected by sea water, for example a plastic such as polypropylene.
  • the collar has a central hole 3, through which the leg extends, and a radial cut 4 which enables the collar to be opened out so that it can be placed around the leg.
  • the hole 3 has a hem 5 of canvas or any other suitable material and within the hem is a nylon rope 7 which serves as a drawstring whereby the collar can be secured to the leg.
  • edges of the collar at the radial cut also have canvas hems 8 which are sewn or otherwise secured to the collar. Equally spaced along each hem are eyelets 9 of a non-corrosive metal through which a lace 10 is threaded so that the edges can be drawn together.
  • the outer peripheral edge of the collar also has a hem 11 which is wider than the other hems. Sewn or otherwise secured in the hem is a nylon rope 12 for strengthening the hem. Spaced about 1 ft. apart around the hem are eyelets 13 of a non-corrosive metal through which eyelets pins 14 each about 1 ft. 6 in. long and /2 in. diameter, are inserted to anchor the hem to the sea bed. Any other means may be provided for anchoring the outer margin of the collar to the sea bed. For example, a ring of non-corrosive metal may be fixed to the outer hem, the ring being of suflicient weight, or weighted, in order to retain the hem on the sea bed.
  • tapes 15 may be fixed to the pins which tapes extend radially and outwardly from the collar. The tapes lie on the sea bed and prevent the sand being washed away from the pins.
  • the collar may rest flat on the sea bed or its inner part may be raised so that the collar is conical in shape. This may be achieved by tying the draw rope or string of the collar between any selected two of rings 16 normally provided on the legs for jacking purposes.
  • the collar Since the collar is of considerable area, making it difficult, if not impossible, to obtain meshed material of adequate size to permit the collar being made in one piece, it may be composed of panels 17, of the material as shown in FIG. 3, the panels being sewn together. Conveniently, the surplus material, indicated by cross batching of panels 18 may be used to fill a triangular space 19 between the panels 17 and 18.
  • the collar need not necessarily be circular in shape, and may be square, triangular or any other shape in order to correspond to the cross sectional shape of a leg.
  • the effect of the device is that sand disturbed by tidal fiow is confined by the collar and, due to the mesh, the device otters little or no obstacle to the flow of the water. Thus, there is no tendency for the device to be displaced by the flow.
  • meshed material for the collar
  • sheet material having a multiplicity of holes or apertures could be used, providing that the sum total of the area of the holes or apertures is adequate to permit free flow of the water through the collar.
  • a device for preventing or reducing scours in the sea bed at the lower end of a member supporting a marine structure comprising: a perforated sheet encircling the member, said sheet being made of a water permeable but sand impermeable material; and securing means for preventing displacement of the sheet relative to the member and the sea bed.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)

Description

Sept. 22, 1970 R. 1'; GuTlTMAN 3,529,427
DEVICE FOR PREVENTING 0R REDUCING SCOURS AT THE LOWER ENDS OF MEMBERS SUPPORTING MARINE STRUCTURES Filed Nov. 5, 1968 3 Sheets-Sheet l S l 1970 R. 'r. G. TITMAN 3,529,427
DEVICE FDR PREVENTING 0R REDUCING SCQURS AT THE LOWER ENDS OF MEMBERS SUPPORTING MARINE STRUCTURES Filed Nov. 5, 1968 3 Sheets-Sheet 2 Fag. 2.
IN VE N TOR RICHARD TIMOTHY GRANT TITMAN Sept. 22, 1970 R. 'r. G. TITMAN 3 2 DEVICE FOR PREVENTING 0R REDUCING SCOURS AT THE LOWER I v v ENDS OF MEMBERS SUPPORTING MARINE STR TUBE Filed Nov. 5, 1968 She -Sheet 3 3,529,427 DEVICE FOR PREVENTING OR REDUCING SCOURS AT THE LOWER ENDS OF MEM- BERS SUPPORTING MARINE STRUCTURES Richard T. G. Titman, London, England, assiguor t Delta Diving Limited, London, England, a British compan Filed Nov. 5, 1968, Ser. No. 773,548 Int. Cl. E02d 29/00 U.S. CI. 61-46 7 Claims ABSTRACT OF THE DISCLOSURE This invention provides a device for preventing scours at the lower ends of members supporting a marine structure, for example an oil rig. The device comprises a reticulated or perforated collar which encircles the lower end of each member at the sea bed, the collar being secured to the member and having its outer margin anchored to the sea bed. The arrangement is such that the device prevents sand at the sea bed being washed away from the member by tidal movements, but allows the sea water to pass through the collar.
BACKGROUND OF THE INVENTION Field of the invention This invention relates to a device for preventing or reducing scours at the lower ends of members supporting marine structures.
It has been found that, where an oil rig is supported on legs which extend into a sand strata at the sea bed, the tidal flow of the water causes scours or cavities to be formed at two opposite sides of the legs where the legs enter the sand, the sides being those in the direction of the tidal flow. Such tidal disturbance of the water has been known to produce scours about 14 ft. deep. As will be apparent, the formation of scours may be the primary cause of a rig collapsing due to one or more of its legs shifting and bending under the weight of the rig.
An advantage of the device is that it prevents the formation of scours at, or adjacent, the supporting members of a marine structure, more especially an oil rig, thereby eliminating the possibility of the collapse of the structure.
SUMMARY OF THE INVENTION Describe briefly, a typical embodiment of the present invention comprises a reticulated or perforated collar which encircles each leg of an oil rig, the collar being fixed to the leg and having its outer margin anchored to the sea bed so that displacement of the collar relatively to the leg and sea bed is prevented. The collar prevents the formation of scours in the sea bed, but allows the flow of water therethrough.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan of one half of a device in accordance with the invention;
FIG. 2 is a section on line IIII of FIG. 1, a leg to which the device is attached being shown in elevation and FIG. 3 is a plan, drawn to an enlarged scale, of a sec tor of the device.
DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the invention will now be described, by way of example as applied to one of the legs of an oil rig. Referring to FIGS 1 and 2, the leg 1 is circular States Patent 0 l in cross section and is tubular, but in some instances, the leg may be of a shape other than circular in cross section. Fitted to the leg 1 is a circular collar 2 about 28 ft. in diam ter, but this dimension may be varied according to require ment. The collar is formed from a meshed sheet material which is not adversely affected by sea water, for example a plastic such as polypropylene.
The collar has a central hole 3, through which the leg extends, and a radial cut 4 which enables the collar to be opened out so that it can be placed around the leg. The hole 3 has a hem 5 of canvas or any other suitable material and within the hem is a nylon rope 7 which serves as a drawstring whereby the collar can be secured to the leg.
The edges of the collar at the radial cut also have canvas hems 8 which are sewn or otherwise secured to the collar. Equally spaced along each hem are eyelets 9 of a non-corrosive metal through which a lace 10 is threaded so that the edges can be drawn together.
The outer peripheral edge of the collar also has a hem 11 which is wider than the other hems. Sewn or otherwise secured in the hem is a nylon rope 12 for strengthening the hem. Spaced about 1 ft. apart around the hem are eyelets 13 of a non-corrosive metal through which eyelets pins 14 each about 1 ft. 6 in. long and /2 in. diameter, are inserted to anchor the hem to the sea bed. Any other means may be provided for anchoring the outer margin of the collar to the sea bed. For example, a ring of non-corrosive metal may be fixed to the outer hem, the ring being of suflicient weight, or weighted, in order to retain the hem on the sea bed.
In the instance where the hem is anchored by pins, these may cause scours in the region of the pins 14. In order to prevent this happening, tapes 15 may be fixed to the pins which tapes extend radially and outwardly from the collar. The tapes lie on the sea bed and prevent the sand being washed away from the pins.
The collar may rest flat on the sea bed or its inner part may be raised so that the collar is conical in shape. This may be achieved by tying the draw rope or string of the collar between any selected two of rings 16 normally provided on the legs for jacking purposes.
Since the collar is of considerable area, making it difficult, if not impossible, to obtain meshed material of adequate size to permit the collar being made in one piece, it may be composed of panels 17, of the material as shown in FIG. 3, the panels being sewn together. Conveniently, the surplus material, indicated by cross batching of panels 18 may be used to fill a triangular space 19 between the panels 17 and 18.
It is to be understood that the collar need not necessarily be circular in shape, and may be square, triangular or any other shape in order to correspond to the cross sectional shape of a leg.
The effect of the device is that sand disturbed by tidal fiow is confined by the collar and, due to the mesh, the device otters little or no obstacle to the flow of the water. Thus, there is no tendency for the device to be displaced by the flow.
Although it is prefered to use meshed material for the collar, sheet material having a multiplicity of holes or apertures could be used, providing that the sum total of the area of the holes or apertures is adequate to permit free flow of the water through the collar.
The invention claimed is.
1. A device for preventing or reducing scours in the sea bed at the lower end of a member supporting a marine structure, comprising: a perforated sheet encircling the member, said sheet being made of a water permeable but sand impermeable material; and securing means for preventing displacement of the sheet relative to the member and the sea bed.
2. A device as set forth in claim 1, comprising;
a collar of perforated material encircling the aforesaid member and having a hole through which the member extends;
a drawstring surrounding the said hole for drawing the collar to the said member and anchoring means at the outer margin of the collar for anchoring the collar to the sea bed; the said device preventing sand at the sea bed from being washed away from the said member by tidal movements but allowing the sea water to flow through the collar.
3. A device as set forth in claim 2, wherein the aforesaid collar has a radial cut extending to the aforesaid hole to enable the collar to be opened out and positioned around the aforesaid member and means adjacent the edges of the cut for securing the edges together.
4. A device as set forth in claim 3, wherein the aforesaid means comprise eyelets positioned adjacent the aforesaid edge through which eyelets a lace is threaded.
5. A device as set forth in claim 2, wherein the aforesaid means for anchoring the outer margin of the aforesaid collar comprise pins which are driven into the sea bed through eyelets in the said margin.
6. A device as set forth in claim 2, wherein the aforesaid outer margin is weighted so that the said margin is maintained in position on the sea bed.
7. A device as set forth in claim 1, including means for securing a central portion of the aforesaid sheet to the aforesaid member above the sea bed so that the said sheet can assume a substantially conical shape when in position on the sea bed.
References Cited UNITED STATES PATENTS 2,940,266 6/1960 Smith 6'l46.5 3,312,069 4/1967 Jorda 6 l1 3,394,553 7/1968 Vidal 6l46.5 3,453,830 7/1969 Mitchell 61--46.5
J. KARL BELL, Primary Examiner US. Cl. X.R.
US773548A 1968-11-05 1968-11-05 Device for preventing or reducing scours at the lower ends of members supporting marine structures Expired - Lifetime US3529427A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US77354868A 1968-11-05 1968-11-05

Publications (1)

Publication Number Publication Date
US3529427A true US3529427A (en) 1970-09-22

Family

ID=25098627

Family Applications (1)

Application Number Title Priority Date Filing Date
US773548A Expired - Lifetime US3529427A (en) 1968-11-05 1968-11-05 Device for preventing or reducing scours at the lower ends of members supporting marine structures

Country Status (1)

Country Link
US (1) US3529427A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3783906A (en) * 1972-06-23 1974-01-08 L Matherne Apparatus for welding vertical members during inclement weather
US3844123A (en) * 1971-12-27 1974-10-29 O Larsen Device for producing and protecting deposits of sedimentary material on the floor of bodies of water
US3859803A (en) * 1973-12-17 1975-01-14 Sofec Inc Anti-scour means for submarine structures
US3983705A (en) * 1974-03-15 1976-10-05 Zinkcon, Maatschappij Tot Uitvoering Van Moderne Zinkconstructies B.V. Apparatus for forming a bottom protection
US4028894A (en) * 1975-08-14 1977-06-14 Ole Fjord Larsen Apparatus for preventing erosion of the seabed in front of hydraulic structures
US4030306A (en) * 1975-08-14 1977-06-21 Ole Fjord Larsen Apparatus for preventing erosion of the seabed in front of hydraulic structures
US4114394A (en) * 1975-08-14 1978-09-19 Ole Fjord Larsen Apparatus for preventing erosion of the seabed in front of hydraulic structures
DE2927804A1 (en) * 1978-07-06 1980-01-17 Rsv Gusto Eng Bv DEVICE FOR SEALING THE LOWER PART OF A PILLAR STANDING ON OR IN A BOTTOM OF WATER FROM THE SURROUNDING SURFACE OF THE BOTTOM OF WATER
US4865490A (en) * 1988-09-08 1989-09-12 Henry Wallace Portable wellhead and welder protector system
US20110016644A1 (en) * 2008-03-14 2011-01-27 Deok-Rae Jo Scour preventive apparatus for pier foundation
WO2013159770A1 (en) * 2012-04-22 2013-10-31 Anton Kanand Device for scour protection of offshore structures
WO2013167121A1 (en) * 2012-05-10 2013-11-14 Anton Kanand Device for the scour protection of offshore constructions
US9453319B2 (en) 2013-10-08 2016-09-27 Applied University Research, Inc. Scour preventing apparatus for hydraulics structures

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2940266A (en) * 1956-07-30 1960-06-14 Shamrock Drilling Co Method of constructing an offshore well drilling island
US3312069A (en) * 1965-02-26 1967-04-04 Shell Oil Co Method of preventing scour around underwater structures
US3394553A (en) * 1965-05-26 1968-07-30 Inst Francais Du Petrole Underwater anchored pillar for supporting a platform
US3453830A (en) * 1968-03-13 1969-07-08 Mobil Oil Corp Method and apparatus for alleviating scouring about legs of a marine structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2940266A (en) * 1956-07-30 1960-06-14 Shamrock Drilling Co Method of constructing an offshore well drilling island
US3312069A (en) * 1965-02-26 1967-04-04 Shell Oil Co Method of preventing scour around underwater structures
US3394553A (en) * 1965-05-26 1968-07-30 Inst Francais Du Petrole Underwater anchored pillar for supporting a platform
US3453830A (en) * 1968-03-13 1969-07-08 Mobil Oil Corp Method and apparatus for alleviating scouring about legs of a marine structure

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3844123A (en) * 1971-12-27 1974-10-29 O Larsen Device for producing and protecting deposits of sedimentary material on the floor of bodies of water
US3783906A (en) * 1972-06-23 1974-01-08 L Matherne Apparatus for welding vertical members during inclement weather
US3859803A (en) * 1973-12-17 1975-01-14 Sofec Inc Anti-scour means for submarine structures
US3983705A (en) * 1974-03-15 1976-10-05 Zinkcon, Maatschappij Tot Uitvoering Van Moderne Zinkconstructies B.V. Apparatus for forming a bottom protection
US4114394A (en) * 1975-08-14 1978-09-19 Ole Fjord Larsen Apparatus for preventing erosion of the seabed in front of hydraulic structures
US4030306A (en) * 1975-08-14 1977-06-21 Ole Fjord Larsen Apparatus for preventing erosion of the seabed in front of hydraulic structures
US4028894A (en) * 1975-08-14 1977-06-14 Ole Fjord Larsen Apparatus for preventing erosion of the seabed in front of hydraulic structures
DE2927804A1 (en) * 1978-07-06 1980-01-17 Rsv Gusto Eng Bv DEVICE FOR SEALING THE LOWER PART OF A PILLAR STANDING ON OR IN A BOTTOM OF WATER FROM THE SURROUNDING SURFACE OF THE BOTTOM OF WATER
FR2430482A1 (en) * 1978-07-06 1980-02-01 Rsv Gusto Eng Bv DEVICE FOR SEALING THE LOWER PART OF A COLUMN DRESSING ON OR IN THE BOTTOM UNDER A MASS OF WATER ON THE SURFACE SURROUNDING THE BOTTOM
US4865490A (en) * 1988-09-08 1989-09-12 Henry Wallace Portable wellhead and welder protector system
US5026219A (en) * 1988-09-08 1991-06-25 Henry Wallace Portable wellhead and welder protector system
US20110016644A1 (en) * 2008-03-14 2011-01-27 Deok-Rae Jo Scour preventive apparatus for pier foundation
WO2013159770A1 (en) * 2012-04-22 2013-10-31 Anton Kanand Device for scour protection of offshore structures
WO2013167121A1 (en) * 2012-05-10 2013-11-14 Anton Kanand Device for the scour protection of offshore constructions
US9453319B2 (en) 2013-10-08 2016-09-27 Applied University Research, Inc. Scour preventing apparatus for hydraulics structures

Similar Documents

Publication Publication Date Title
US3529427A (en) Device for preventing or reducing scours at the lower ends of members supporting marine structures
US3469844A (en) Apparatus for water basketball game
US3474626A (en) Method and means for protecting beaches
US4252461A (en) Maneuverable dam
JP3450396B2 (en) Well screen with permeable separator
US4068478A (en) Containment barrier section arrangement
US7357598B1 (en) Apparatus and method for deploying geotextile tubes
US3001371A (en) Offshore drilling rig mooring
US3874180A (en) Modular offshore structure system
US3314187A (en) Collapsible compact crab trap
US4251959A (en) Amphibious safe tent
US3844123A (en) Device for producing and protecting deposits of sedimentary material on the floor of bodies of water
US4861193A (en) Soft seawall
US4009580A (en) Underwater structure
US3866368A (en) Mobile home anchor
IE72183B1 (en) Stanchion used for floating scaffold of constructed aquatic fish preserve
US3714788A (en) Platform buoyant understructure
US3928978A (en) Apparatus for producing and protecting deposits of sedimentary material on floors of bodies of water
CN215052779U (en) An underwater partition curtain
JPH07324505A (en) Swimming facility
US3653214A (en) Oil film containment apparatus
US4367983A (en) Leg closure
CN211033577U (en) Woven bag
US3624701A (en) Oil reclaim curtain
KR100702598B1 (en) Coastal fish catcher