AU8950298A - Stress relief joint for risers - Google Patents

Stress relief joint for risers Download PDF

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Publication number
AU8950298A
AU8950298A AU89502/98A AU8950298A AU8950298A AU 8950298 A AU8950298 A AU 8950298A AU 89502/98 A AU89502/98 A AU 89502/98A AU 8950298 A AU8950298 A AU 8950298A AU 8950298 A AU8950298 A AU 8950298A
Authority
AU
Australia
Prior art keywords
riser
pipes
stress relief
pipe
relief joint
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.)
Abandoned
Application number
AU89502/98A
Inventor
Lyle David Finn
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.)
Deep Oil Technology Inc
Original Assignee
Deep Oil Technology Inc
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 Deep Oil Technology Inc filed Critical Deep Oil Technology Inc
Publication of AU8950298A publication Critical patent/AU8950298A/en
Abandoned legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • E21B17/01Risers
    • E21B17/017Bend restrictors for limiting stress on risers
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • B63B21/502Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers by means of tension legs

Landscapes

  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Mechanical Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Earth Drilling (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Direct Current Feeding And Distribution (AREA)

Description

P/o/I1 1 Regulation 3.2
AUSTRALIA
PatentsI Act 1990
ORIGINAL
COMPLETE
SPECIFICATION
STANDARD
PATENT
STRESS RELIEF JOINT FOR RISERS Invention Title: The following statement is a full description of this invention, including the best method of performing it known to us: GH REF:
P
5
O
77 2C/PJW y
V
1: *1 CASE 5956
-IA-
BTRESS RELIEF JOINT FOR RISERS BACKGROUND OF HE INVENTION Field of the Invention The invention is generally related to risers used in the production of hydrocarbons offshore and more particularly to the stress joint used for risers in conjunction with floating structures.
2. General Backround In the drilling and production of hydrocarbons offshore, the development of deep water operations from floaing vessels has included the use of tendons and risers under tension extending Such floating vesel have from the vessel to the sea floor. Such floating vessels have included tension buoyant towers and spar structure in which the floating structures extend well below the surface of the water S. and are subjected to heave, pitch, and roll motions.
SThe lower ends of the tendons and risers are connected to the sea floor by means of additional pipes or risers embedded in and grouted to the sea floor. The upper ends of the tendons and risers pass through openings in the keel or bottom portion of the vessels and are supported vertically by tension means located near the water surface.
When the vessel moves laterally in responseto nvironmental in the region just above the point where the riser is attached to the additional pipes at the sea floor. A current approach to Sthe situation has been to use thicker than nomal pipes.
Disadvantages of this approach are higher manufacturing costs and n-i CASE 5956 lower quality consistency in manufacturing of the thicker pipe.
This presents a need for a better arrangement for handling the bending stresses induced in the riser at the sea floor.
SUMMARY OF THE INVENTION The invention addresses the above need. What is provided is a stress relief joint for use with riser pipe in floating systems wherein a vessel is subject to variable motion caused by wind, currents, and wave action. The riser pipe has one end connectable to the sea floor and an upper portion adapted to pass "p through an opening at the bottom of the vessel. The lower end, Swhich is connectable to other pipes at the sea floor, is provided S with at least two concentric pipes or sleeves around the riser.
The lower ends of the pipes and riser are'welded to a flange.
S The upper end of each of the concentric pipes extends beyond the upper end of the pipe immediately surrounding it. The annulus S between the concentric pipes and the riser is preferably filled with a durable and pliable material. Also, shims may be inserted S in the annulus at the end of each pipe segment.
BRIEF DESCRIPTION OF THE DRAWINGS For a further understanding of the nature and objects of the present invention reference should be had to the following description, taken in conjunction with the accompanying drawings in which like parts: ,are given like reference numerals, and wherein: 25 a Fig:s a schematic view of a floating vessel, sea floor, and riser r ineconnecting the vessel and sea floor.
Fig. 2 is aenlarged detail view of a portion of Fig.. 1 g. an en arge
C
i~i r L11I_ i' 4iI~
B
ai I: ii 1~ i.
i I .i Alr CASE 5956 showing the invention.
Fig. 3 is a longitudinal sectional view of the invention.
DETAILED DESCRIPTION OF THE PREFERRD
-EMBODIMENT
Fig. 1 generally and schematically shows a vessel 20 of spar or tension buoyant tower type with a pipe 22 exiting from its bottom or keel as indicated by numeral 24 and having a suitable connection at 26 to the sea floor 28. Lateral horizontal excursion of the vessel 20 is indicated by its position at Bending stresses occur on the pipe 22 where it exits the vessel at 24 at the keel and at the sea floor connection at 26, the dotted lines 22' e.qggerating such bending.
SFig. 2 illustrates the preferred embodiment of the invention, generally indicated by numeral' 10. Stress relief joint 10 is generally comprised of sleeves or pipes 30, 32 and 15 flange 34.
I
1' i
I
4.
F;
I
1.: As seen in Fig. 3, pipes 30, 32 are received around the riser 22 such that they are concentric with the riser 22. Pipe 30 has an inner diameter larger than the outer diameter of the S riser 22 such that an annulus is formed between the riser 22 and 20 first pipe 30. Pipe 32 has an inner diameter larger than the outer diameter of pipe 30 such that an annulus is formed between pipes 30, 32. The upper end of pipe 30 extends beyond the upper end of pipe 32 immediately surrounding it.
The annulus between the concentric pipes 30, 32 and the riser 22 is preferably filled with a durable and pliable material, indicated by numeral 36. The pliable material 36 helps to insur that the riser 22 and pipes 30, 32 all deflect
I;
1^ t
I-
CASE 5956 -4laterally substantially the same amount. A suitable material for the operating environment, such as cement grout, is used as the pliable material 36. The lower ends of the pipes 30, 32 and riser 22 are welded to a flange 34.
Flange 34 is specially formed so as to effectively form short segments of the riser 22 and each pipe 30, 32, respectively indicated by numerals 22A, 30A, and 32A. Each segment extends upwardly from the base of the flange. This feature places the SI weld between the riser, pipes, and flange some distance away from X: 0 the most severe fatigue location, where the riser and pipes meet the base of the flange. It can also be seen that the weld point of the riser 22 and each pipe 30, 32 to the flange 34 are spaced apart longitudinally. This allows the flange to be thicker at "Z the base where needed for handling the loads occurring during normal conditions. The lower end of the annulus formed between each segment 22A, 30A, and 32A may be provided with rounded smooth surface profiles as illustrated to reduce the stress concentration associated with sharp corners in the surface Sprofile.
Shims 38 may be inserted in the annulus at the upper end of I each pipe 30, 32 and rigidly held in place by any suitable means such as welding. Shims 38 may be formed of metal, such as steel, to provide durability and serve as retainers for less rigid materials 36, such as polyurethane.
E 25 Although only two concentric pipes are shown, it should be understood that more may be used, depending upon the application and conditions. It should also be understood that although the 'I CASE 5956 preferred embodiment locates the stress relief joint at the lower end cf the riser, the joint may be positioned at other locations on the riser where necessary to accommodate appreciable bending loads.
The invention provides the advantage of lower costs because it may be formed from standard pipe sections that are readily available or can be manufactured using readily available equipment. The design is more reliable than the very thick i single pipe designs presently in use because it is easier to "0 control the quality of the thinner pipe material. The concentric pipe design also is more reliable because there is redundancy in the pipe sections. The inner pipe normally has the highest hoop stresses since this pipe is required to contain internal and external pressures. However, with the invention, the bending i"t stresses in the inner most pipe are significantly less than in
A
the outer pipes. Thus, the inner most critical pipe is less likely to experience fatigue damage.
Because many varying and differing embodiments may be made i within the scope of the inventive concept herein taught and because many modifications may be made in the embodiment herein 4l detailed in accordance with the descriptive requirement of the law, it is to be understood that the details herein are to be interpreted as illustrative and not in a limiting sense.
-4-

Claims (11)

1. A stress relief joint for use with a riser in floating systems wherein a vessel is subject to variable motion caused by wind, currents, and wave action, the riser having one end connectable to the sea floor and an upper riser portion adapted to pass through an opening at the bottom of the vessel, the Sstress relief joint comprising: a. a plurality of pipes received around the riser such that an annulus is formed between each pipe and the riser, I said pipes being concentric with the riser and having first and second ends, with the first end of each pipe extending beyond the first end of the immediately surrounding pipe; g and a flange rigidly connected to the riser and the second end of said pipes.
2. The stress relief joint of claim further comprising a pliable material received in-the annulus formed between said pipes and the riser.
3. The stress relief joint of claim 1, further comprising a shim rigidly attached between each of said pipes and the riser at the first end of each of said Plurality of pipes.
4. A stress relief joint for use with a riser in floating systems wherein a vessel is subject to variable motion caused by 2 Lnd, currents, and wave action, the riser having one end connectable to the sea floor and an upper riser portion adapted to pass through an opening at the bottom of the vessel, the T stress relief joint comprising: CASE 5956 -7- a. a plurality of pipes received around the riser such that an annulus is formed between each pipe and the riser, said pipes being concentric with the riser and having first and second ends, with the first end of each pipe extending beyond the first end of the immediately surrounding pipe; b. a flange rigidly connected to the riser and the second end of said pipes; c. a pliable material received in the annulus formed between said pipes andthe riser; and "0 d. a shim rigidly attached between each of said pipes and the riser at the first end of each of said plurality of pipes. is
5. A stress relief joint for use with 'a riser in floating i: systems wherein a vessel is subject to variable motion caused by 15 wind, currents, and wave action, the riser having one end "f connectable to the sea floor and an upper riser portion adapted to pass through an opening at the bottom of the vessel, the stress relief joint comprising: a. a plurality of pipes received around the lower end of the riser such that an annulus is formed between each pipe and the riser, said pipes being concentric with the riser, and the upper end of each of said pipes extending beyond :the upper end of the immediately surrounding pipe; and b. a flange rigidly connected to the lower end of the riser and said pipes.
6. The stress relief joint of claim 5, further comprising a pliable material received in the annulus formed between said i4$ CASE 5956 -8- pipes and the riser.
7. The stress relief joint of claim 5, wherein said plurality of pipes comprises first and second pipes.
8. The stress relief joint of claim 5, further comprising a shim rigidly attached between each of said pipes and the riser at the upper end of each of said plurality of pipes.
9. A stress relief joint for use with a riser in floating systems wherein a vessel is subject to variable motion caused by wind, currents, and wave action, the riser having one end S'IOd connectable to the sea floor and an upper riser portion adapted |to pass through an opening at the bottom of the vessel, the stress relief joint comprising: a. first and second pipes received around the lower end of the riser such that an annulus is formed between each pipe and the riser, said first and second pipes being concentric with the riser, and the upper end of said first pipe A gextending beyond the upper end of the second pipe; i b. a flange rigidly connected to the lower end of the riser and said pipes; and c. a pliable material received in the annulus formed between said pipes and the riser. The stress relief joint of claim 9, further comprising a shim rigidly attached between each of said pipes and the riser at the upper end of each of said plurality of pipes.
I1 1 -J -9-
11. A stress reliefL joint for use with a riser in flotin sytem, te jintbeing substantiallY as herein described with reference toth ccmanly~ drwnS DATED this 26th day of October 1998 DEEP OIL~ TECH-NrqLO(GY, INCORPORATED By its Patent Attorneys GRIFFITH HACK
AU89502/98A 1997-10-27 1998-10-26 Stress relief joint for risers Abandoned AU8950298A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US95849597A 1997-10-27 1997-10-27
US08958495 1997-10-27

Publications (1)

Publication Number Publication Date
AU8950298A true AU8950298A (en) 1999-05-13

Family

ID=25500995

Family Applications (1)

Application Number Title Priority Date Filing Date
AU89502/98A Abandoned AU8950298A (en) 1997-10-27 1998-10-26 Stress relief joint for risers

Country Status (6)

Country Link
EP (1) EP0911482B1 (en)
AU (1) AU8950298A (en)
BR (1) BR9804215A (en)
FI (1) FI982309A (en)
NO (1) NO319687B1 (en)
OA (1) OA10906A (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2362183A (en) * 2000-05-10 2001-11-14 Secr Defence Method of reinforcing structures
BR0303446B1 (en) 2003-09-03 2014-04-08 Technip France STRONGER FIXING ASSEMBLY FOR FLEXIBLE PIPE PROTECTIVE ASSEMBLY
US7069958B2 (en) 2004-01-29 2006-07-04 Wellstream International Limited Assembly and method for stiffening a flexible pipe
FR2930587A1 (en) * 2008-04-24 2009-10-30 Saipem S A Sa BACKFLY-SURFACE LINK INSTALLATION OF A RIGID CONDUIT WITH A POSITIVE FLOATABLE FLEXIBLE DRIVE AND A TRANSITIONAL PART OF INERTIA
FR2930618B1 (en) * 2008-04-24 2013-01-18 Saipem Sa INERTIA TRANSITION DRIVING ELEMENT FOR RECOVERING RIGID UNDERWATER DRIVING
AU2014391862B2 (en) * 2014-04-25 2017-07-13 Nkt Hv Cables Ab Bend stiffener with bend indication
US9217300B1 (en) * 2014-11-21 2015-12-22 Technip France Subsea riser support and method for bridging escarpments
CN113883339A (en) * 2021-09-29 2022-01-04 上海外高桥造船有限公司 Seawater lifting pipe and manufacturing method thereof

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3605413A (en) * 1969-10-24 1971-09-20 North American Rockwell Riser with a rigidity varying lower portion
FR2397084A1 (en) * 1977-07-06 1979-02-02 Inst Francais Du Petrole Suspension point for submarine cables and lines - provides progressive stiffening of cable using thermoplastic sleeves
FR2616858B1 (en) * 1987-06-18 1989-09-01 Inst Francais Du Petrole VARIABLE STRAIGHTENING ELEMENT FOR TRANSFER COLUMN BASE
US5683205A (en) * 1995-04-28 1997-11-04 Deep Oil Technology, Inc. Stress relieving joint for pipe and method
FR2760813B1 (en) * 1997-03-14 1999-04-09 Coflexip DEVICE FOR CURVING A FLEXIBLE PIPE

Also Published As

Publication number Publication date
NO984975L (en) 1999-04-28
FI982309A (en) 1999-04-28
NO319687B1 (en) 2005-09-05
EP0911482A3 (en) 2002-04-03
EP0911482A2 (en) 1999-04-28
FI982309A0 (en) 1998-10-26
EP0911482B1 (en) 2004-10-20
NO984975D0 (en) 1998-10-26
OA10906A (en) 2001-10-11
BR9804215A (en) 1999-12-28

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MK5 Application lapsed section 142(2)(e) - patent request and compl. specification not accepted