DK143259B - Drilling rig - Google Patents

Drilling rig Download PDF

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Publication number
DK143259B
DK143259B DK627273AA DK627273A DK143259B DK 143259 B DK143259 B DK 143259B DK 627273A A DK627273A A DK 627273AA DK 627273 A DK627273 A DK 627273A DK 143259 B DK143259 B DK 143259B
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DK
Denmark
Prior art keywords
coupling
locking
legs
platform
segment
Prior art date
Application number
DK627273AA
Other languages
Danish (da)
Other versions
DK143259C (en
Inventor
F D Koop
J F Woods
K J Farmer
W D Harbin
Original Assignee
Marathon Mfg Co
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 Marathon Mfg Co filed Critical Marathon Mfg Co
Publication of DK143259B publication Critical patent/DK143259B/en
Application granted granted Critical
Publication of DK143259C publication Critical patent/DK143259C/en

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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
    • E02B17/04Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/08Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
    • E02B17/0818Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering with racks actuated by pinions
    • 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
    • E02B17/0004Nodal points
    • 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
    • E02B17/02Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/021Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
    • 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
    • E02B17/04Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/06Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for immobilising, e.g. using wedges or clamping rings
    • 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
    • E02B2017/0056Platforms with supporting legs
    • E02B2017/006Platforms with supporting legs with lattice style supporting legs
    • 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
    • E02B2017/0056Platforms with supporting legs
    • E02B2017/0073Details of sea bottom engaging footing
    • E02B2017/0082Spudcans, skirts or extended feet
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B2200/00Constructional details of connections not covered for in other groups of this subclass
    • F16B2200/69Redundant disconnection blocking means
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/32Articulated members
    • Y10T403/32975Rotatable
    • Y10T403/32983Rod in socket
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/70Interfitted members
    • Y10T403/7018Interfitted members including separably interposed key
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/70Interfitted members
    • Y10T403/7075Interfitted members including discrete retainer
    • Y10T403/7077Interfitted members including discrete retainer for telescoping members
    • Y10T403/7079Transverse pin

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Piles And Underground Anchors (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Snaps, Bayonet Connections, Set Pins, And Snap Rings (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Drilling And Boring (AREA)

Description

(19) DANMARK (¾)(19) DENMARK (¾)

|P (12) FREMLÆGGELSESSKRIFT od 143259 B| P (12) PUBLICATION MANUAL od 143259 B

DIREKTORATET FOR PATENT- OG VAREMÆRKEVÆSENETDIRECTORATE OF THE PATENT AND TRADEMARKET SYSTEM

(21) Ansøgning nr. 6272/75 (51) |nt.ci.3 B 63 B 35/44 (22) Indleveringsdag 21. nov. 1973 ^ 62 B 17/02 (24) Løbedag 21. nov. 1973 ^ ® 21/00 (41) Aim. tilgængelig 10. nov. 1974 (44) Fremlagt 3· sug. 1 981 (86) International ansøgning nr. - (86) International indleveringsdag - (85) Videreførelsesdag - (62) Stamansøgning nr. -(21) Application No. 6272/75 (51) | nt.ci.3 B 63 B 35/44 (22) Filing date 21 Nov. 1973 ^ 62 B 17/02 (24) Race day 21 Nov. 1973 ^ ® 21/00 (41) Aim. available Nov. 10; 1974 (44) Submitted 3 sucks. 1 981 (86) International application no. - (86) International filing day - (85) Continuation day - (62) Master application no. -

(30) Prioritet 9. maj 1973* 358670, US(30) Priority May 9, 1973 * 358670, US

(71) Ansøger MARATHON MANUFACTURING COMPANY, Houston, US.(71) Applicant MARATHON MANUFACTURING COMPANY, Houston, US.

(72) Opfinder Francis D. Koop Jr., US: John F. Woods, US: Kenneth J. Far» mer, US: Wayne D. Harbin, US.(72) Inventor Francis D. Koop Jr., US: John F. Woods, US: Kenneth J. Far »mer, US: Wayne D. Harbin, US.

(74) Fuldmægtig Ingeniørfirmaet Hofman-Bang & Boutard.(74) Associate Engineer Hofman-Bang & Boutard.

(54) Boreplatform.(54) Drilling platform.

m ^ Den foreliggende opfindelse angår en boreplatform af den i krav nj l's indledning angivne art.The present invention relates to a drilling platform of the kind specified in the preamble of claim 1.

"O"ISLAND

[— ^ Eftersøgning af olieforekomster under havbunden har medført ud- Q vikling af flydende boreplatforme, enten med eget fremdrivnings- 2 143259 maskineri eller til bugsering, således at det tunge kostbare udstyr på kort tid kan flyttes fra et sted til et andet. Sådanne boreplatforme eller fartøjer har som regel ben, der kan nedsænkes til havbunden, således at de kan løfte og bære boreplatformen under borearbejdet, og som kan hæves fra havbunden, når platformen skal sejle til et andet sted. Efterhånden som undersøgelserne foregår på større og større dybder, er benene naturligvis blevet længere og har nu ofte en længde på 90 meter eller mere.[- ^ Searching for oil deposits beneath the seabed has resulted in the development of floating drilling platforms, either with their own propulsion machinery or for towing, so that the heavy costly equipment can be moved from one place to another in a short time. Such drilling platforms or vessels usually have legs that can be submerged to the seabed so that they can lift and carry the drilling platform during drilling, and which can be raised from the seabed when the platform is to sail to another location. As the studies take place at greater and greater depths, the legs have naturally become longer and now often have a length of 90 meters or more.

Når sådanne lange ben trækkes op, vil de hæve fartøjets tyngdepunkt så meget, at der er fare for, at hele platformen kæntrer, navnlig i urolig sø. Det har derfor vist sig nødvendigt at fjerne en eller flere af de øverste sektioner af hvert ben, således at længden af de over platformens dæk opstående ben afkortes så meget, at platformen får den fornødne sødygtighed.When such long legs are pulled up, they will raise the vessel's center of gravity so much that there is a danger that the entire platform will jerk, especially in troubled seas. Therefore, it has been found necessary to remove one or more of the upper sections of each leg so that the length of the legs raised above the deck of the platform is shortened so as to give the platform the required seaworthiness.

Sådan adskillelse af sektioner af benene kan naturligvis ske på forskellige måder, f.eks. ved en udløselig forbindelseskobling på hvert ben, af den art, der kendes fra beskrivelsen til U.S.A. patent nr. 3.628.336.Of course, such separation of sections of the legs can occur in various ways, e.g. by a releasable connector coupling on each leg, of the kind known from the specification to U.S.A. Patent No. 3,628,336.

Formålet med opfindelsen er at angive en ny og forbedret, let adskillelig kobling til benene på en flydende boreplatform med aftagelige sektioner, hvor koblingen i sammenkoblet tilstand vil fordele de forekommende lodrette og vandrette belastninger således, at beskadigelse af koblingens forbindelsesdele forhindres og således at adskillelse og samling af koblingerne lettes.The object of the invention is to provide a new and improved, easily separable coupling to the legs of a floating drill platform with removable sections, in which the coupling will distribute the existing vertical and horizontal loads in such a way that damage to the coupling's connecting parts is prevented and so that separation and assembly of the couplings is facilitated.

Dette formål opnås ved at boreplatformen udformes som angivet i krav l's kendetegnende del.This object is achieved by designing the drilling platform as set forth in the characterizing part of claim 1.

Ved denne konstruktion vil alle de lodrette og vandrette belastninger på koblingen blive fordelt på og optaget af koblingens tap og bøsning, og ikke af koblingens svagere forbindelseselementer, bortset fra de forholdsvis små lodrette kræfter, der udøves mod forbindelseselementerne, når benene føres opad i forhold til platformen. Desuden er koblingen lettere at adskille og samle end de kendte koblinger, hvilket er vigtigt i betragtning af dimensionerne af benene og koblingerne og de dertil knyttede håndteringsvanskeligheder .In this construction, all the vertical and horizontal loads on the coupling will be distributed to and absorbed by the coupling pin and bushing, and not by the weaker coupling elements of the coupling, except for the relatively small vertical forces exerted on the connecting members as the legs are moved upwards relative to platform. Furthermore, the coupling is easier to disassemble and assemble than the known couplings, which is important given the dimensions of the legs and couplings and the associated handling difficulties.

3 1Λ 3 2 5 93 1Λ 3 2 5 9

Opfindelsen vil blive forklaret nærmere ved den følgende beskrivelse af nogle udførelsesformer for en boreplatform ifølge opfindelsen, idet der henvises til tegningen, hvor:The invention will be explained in more detail by the following description of some embodiments of a drilling platform according to the invention, with reference to the drawing, in which:

Fig, 1 viser skematisk boreplatformen med benene nedsænket til arbejdsstillingen,Fig. 1 schematically shows the drilling platform with the legs submerged to the working position,

Fig. 2 skematisk det ene hjørne af platformen med et ben løftet og en aftagelig sektion i streglinier,FIG. 2 schematically shows one corner of the platform with a leg lifted and a removable section in dashed lines,

Fig. 3 et lodret snit gennem koblingen på boreplatformen ifølge opfindelsen, medensFIG. 3 is a vertical section through the coupling of the drilling platform according to the invention, while

Fig. 4 viser et vandret snit efter linien 4-4 i Fig. 3.FIG. 4 shows a horizontal section along line 4-4 of FIG. Third

Den viste flydende boreplatform 10 har et antal ben 12, der er indrettet til at blive hævet og seanket gennem platformen 10 ved passende, ikke viste donkrafte. Hvert ben 12 har et fodstykke 13» der hviler på bunden B, og benene tjener til at bære platformen 10 over vandoverfladen ¥, når platformen er i sin arbejdsstilling.The floating drilling platform 10 shown has a plurality of legs 12 arranged to be raised and lowered through the platform 10 by suitable, not shown, jacks. Each leg 12 has a base 13 'which rests on the bottom B, and the legs serve to carry the platform 10 above the water surface when the platform is in its working position.

Bortset fra en kran 14 er det sædvanlige boreapparatur på platformen ikke vist, idet det ikke indgår i den foreliggende opfindelse. Hvert af benene 12 er i hovedsagen en åben gitterkonstruk-tion med tre eller fire lodrette rør 16, der hvert har en sædvanlig tandstang 18 til bevægelse af benet op og ned gennem åbninger i platformen 10. Platformen har fortrinsvis tre ben 12, men vil indenfor opfindelsens rammer kunne have fire eller flere ben. Ifølge opfindelsen er hvert rør 16 udformet med i det mindste én øvre aftagelig sektion 16a, der er forbundet til en sektion 16b nedenunder ved en let løselig kobling J, der er vist i enkeltheder i Fig. 3 og 4.Except for a crane 14, the usual drilling apparatus on the platform is not shown as not part of the present invention. Each of the legs 12 is generally an open grid structure with three or four vertical tubes 16, each having a conventional rack 18 for moving the leg up and down through openings in the platform 10. The platform preferably has three legs 12, but will within the scope of the invention could have four or more legs. According to the invention, each tube 16 is formed with at least one upper removable section 16a, which is connected to a section 16b below, by a readily soluble coupling J shown in detail in FIG. 3 and 4.

Når hvert af benene 12 har mere end ét rør 16, er disse forbundet til dannelse af en gittersøjle med vandrette gitterstænger 28, skrå diagonalstænger 30 og, når det drejer sig om et firkantet ben, vandrette diagonalstænger 32 mellem rørene 16 i benets modstående hjørner.When each of the legs 12 has more than one tube 16, these are connected to form a grid column with horizontal grid bars 28, inclined diagonal bars 30 and, in the case of a square leg, horizontal diagonal bars 32 between the tubes 16 in the opposite corners of the leg.

Koblingerne J er ens i de forskellige ben 12 og kun en kobling J vil blive beskrevet i enkeltheder. Hver kobling J består af en tap , 143259 4 20 og en bøsning 22 således tilpasset, at i sammenkoblet stilling vil en ringformet skulder 24 på tappen 20 hvile på en cirkulær endeflade 26 på bøsningen 22 til optagelse af de trykkræfter, der forekommer, når benet 12 hviler på havbunden B og bærer boreplatformen 10 som vist i fig. 1.The couplings J are similar in the different pins 12 and only one coupling J will be described in detail. Each coupling J consists of a pin, a bushing 22 and a bushing 22 so adapted that, in an interconnected position, an annular shoulder 24 of the pin 20 rests on a circular end surface 26 of the bushing 22 to absorb the compressive forces that occur when the leg 12 rests on the seabed B and carries the drilling platform 10 as shown in FIG. First

Parten 22 har på sin inderside to i længderetningen adskilte ringformede flader 22a og 22b med mindre diameter end partens boring 22c, og således, at diameteren ved fladen 22b er mindre end ved fladen 22a til det nedenfor beskrevne formål. Disse ringformede eller cylindriske flader 22a og 22b er korte i forhold til den samlede længde af koblingen J. F.eks. ved en kobling J med en samlet længde på ca. 1,5 m er højden af hver af fladerne 22a og 22b fortrinsvis kun 50-75 mm. Disse flader er placeret således, at de passer til tilsvarende forhøjede flader 20a og 20b på ydersiden 20c af koblingens tap 20. Den øverste af fladerne 22a er fortrinsvis anbragt nær ved den åbne ende af parten 22, Fortrinsvis lige under den nederste flade 22b findes en ringformet rille 22d, der bærer tre ens låsesegmenter 34, 36 og 38 og kileformede styr 40, der tjener til at forhindre enhver sidebevægelse af låsesegmenterne 34, 36 og 38 som nedenfor beskrevet.The portion 22 has on its inside two longitudinally spaced apart annular faces 22a and 22b smaller than the bore 22c of the portion, and such that the diameter at the surface 22b is smaller than at the surface 22a for the purpose described below. These annular or cylindrical faces 22a and 22b are short in relation to the total length of the coupling J. For example. at a coupling J with a total length of approx. 1.5 m, the height of each of the surfaces 22a and 22b is preferably only 50-75 mm. These surfaces are positioned to fit correspondingly elevated surfaces 20a and 20b on the outside 20c of the coupling pin 20. The top of the faces 22a is preferably arranged near the open end of the portion 22, preferably just below the lower face 22b. annular groove 22d carrying three identical locking segments 34, 36 and 38 and wedge-shaped guide 40 serving to prevent any lateral movement of the locking segments 34, 36 and 38 as described below.

Koblingens tap 20 har en ringformet rille 20d, som ved den sammenkoblede tilstand passer ud for rillen 22d. Rillen 20d optager låsesegmenterne 34, 36 og 38, når sammenkoblingen foretages, som nedenfor nærmere beskrevet.The pin 20 of the coupling has an annular groove 20d which, in the coupled state, fits the groove 22d. The groove 20d occupies the locking segments 34, 36 and 38 when the coupling is made, as further described below.

Det er et fordelagtigt træk ved koblingen ifølge opfindelsen, at fladerne 20a og 20b på ydersiden af parten 20 ved sammenkoblet tilstand hviler imod fladerne henholdsvis 22a og 22b, således at de sidekræfter, der virker på hvert ben 12 som følge af påvirkning af vand eller vind imod platformen 10 eller benene 12, bliver fordelt på disse flader og således spænder over i hovedsagen hele længden af koblingen J, og derved forebygger, at sådanne kræfter bliver koncentreret på nogen enkelt del af koblingen. Når koblingen J er i sammenkoblet tilstand, er den tætnet imod indtrængen af vand ved en 0-ring 24 eller en anden egnet pakning i en ringformet rille 26a i oversiden 26 af koblingens bøsning 22.It is an advantageous feature of the coupling according to the invention that the surfaces 20a and 20b on the outside of the part 20, when coupled together, rest against the surfaces 22a and 22b, respectively, so that the lateral forces acting on each leg 12 due to the influence of water or wind against the platform 10 or the legs 12 are distributed on these surfaces and thus span substantially the entire length of the coupling J, thereby preventing such forces from being concentrated on any single part of the coupling. When the coupling J is in the coupled state, it is sealed against the penetration of water by an 0-ring 24 or other suitable gasket in an annular groove 26a on the upper side 26 of the coupling sleeve 22.

I Fig. 4 er låsesegmentet 34 vist i låsestillingen og låsesegmentet 36 er vist helt tilbagetrukket til fri stilling. Endelig er , 143259 5 låsesegmentet 38 vist i en mellemstilling, imens det er ved at blive trukket tilbage ved hjælp af en stang 56, der bevæges ved et ikke vist kraftdrevet organ. Låsesegmentet 34 er vist fastholdt i låsestillingen ved en låsetap 58, der er indført gennem et hul 60 ud for rillen 22d. I det mindste en del af hullet 60 har gevind til fastholdelse af tappen 58 ved dennes gevind 58a.In FIG. 4, the locking segment 34 is shown in the locking position and the locking segment 36 is shown fully retracted to the free position. Finally, the locking segment 38 is shown in an intermediate position while being retracted by means of a rod 56 which is moved by a power element not shown. The locking segment 34 is shown held in the locking position by a locking pin 58 inserted through a hole 60 off the groove 22d. At least part of the hole 60 has threads for retaining pin 58 by its thread 58a.

Når koblingen J sammenkobles til normal brug, fastholdes hvert af låsesegmenterne 34, 36 og 38 ved en sådan tap 58. Hullet 60 lukkes vandtæt ved en O-ring 62, der hensigtsmæssigt kan væ?*e anbragt på tappen 58.When the coupling J is coupled for normal use, each of the locking segments 34, 36 and 38 is retained by such a pin 58. The hole 60 is closed watertight by an O-ring 62 which may conveniently be placed on the pin 58.

Hvert af låsesegmenterne 34, 36 og 38 har et gévindhul 52 ud for hullet 60 til optagelse af tappen 58 i låsestillingen og til optagelse af stangen 56 til tilbagetrækning af låsesegmentet fra rillen 20d. Gevindet i hullet 52 svarer til et udvendigt gevind på stangen 56, således at dame kan fastgøres til låsesegmentet som vist ved låsesegmentet 38 i fig. 4, til tilbagetrækning af segmentet fra rillen 20d til rillen 22d eller til indføring af segmentet til låsestillingen, hvor det ligger i begge rillerne 20d og 22d som vist i højre side i fig. 3· I fig. 4 er låsesegmentet 36 vist fastholdt i fristillingen ved en låsebolt 64 gennem det pågældende hul 60, hvilken bolt 64 på den inderste del har et gevind svarende til gevindet i hullet 52 og på den yderste del et gevind, der svarer i gevindet, i hullet 60. På denne måde kan hvert af segmenterne fastholdes i den tilbagetrukne stilling, hvor de er helt fri af rillen 20d, når koblingen skal adskilles eller samles.Each of the locking segments 34, 36 and 38 has a threaded hole 52 adjacent the hole 60 for receiving the pin 58 in the locking position and for receiving the rod 56 for retracting the locking segment from the groove 20d. The thread in the hole 52 corresponds to an external thread on the rod 56, so that the female can be attached to the locking segment as shown by the locking segment 38 of FIG. 4, for retracting the segment from the groove 20d to the groove 22d or for inserting the segment into the locking position, where it resides in both grooves 20d and 22d as shown in the right side of FIG. 3 · In FIG. 4, the locking segment 36 is shown retained in the release position by a locking bolt 64 through the respective hole 60, the bolt 64 having on the inner part a thread corresponding to the thread in the hole 52 and on the outer part a thread corresponding to the thread in the hole 60 In this way, each of the segments can be held in the retracted position where they are completely free of the groove 20d when the coupling is to be separated or assembled.

Den lodrette højde af låsesegmenterne 34, 36 og 38 er som vist i fig. 3 mindre end højden af rillen 20d, således at der vil være et mellemrum mellem oversiden 34a af segmentet og den øverste flade 20e i rillen 20d. Som følge af denne konstruktion kan nedadret-tede lodrette belastninger eller trykbelastninger på benene ikke overføres til segmenterne 34, 36 og 38, der er forholdsvis svage i sammenligning med rørsektiomerne 16a og 16b, men sådanne belastninger optages af selve benene ved berøringsfladen mellem de ringformede flader 24 og 26. Låsesegmenterne 34, 36 og 38 bliver således kun udsat for lodret opadrettøde kræfter eller trækspændin 6 143259 ger, når benene 12 bliver hævet i forhold til platformen 10, og disse belastninger er langt mindre end de omtalte trykbelastninger således, at de kan optages af segmentet uden deformation eller beskadigelse. Når låsesegmenterne på denne måde fritages for trykbelastninger, undgås risikoen for at segmenterne deformeres eller endog overklippes, og derved undgås risikoen for, at de kan give anledning til vanskeligheder, når koblingen J skal adskilles.The vertical height of the locking segments 34, 36 and 38 is as shown in FIG. 3 less than the height of the groove 20d, so that there will be a gap between the upper side 34a of the segment and the upper surface 20e of the groove 20d. As a result of this construction, downward vertical or compressive stresses on the legs cannot be transmitted to segments 34, 36 and 38 which are relatively weak compared to the pipe sections 16a and 16b, but such loads are taken up by the legs themselves at the contact surface between the annular surfaces. 24 and 26. The locking segments 34, 36 and 38 are thus only subjected to vertical upward forces or tensile stresses when the legs 12 are raised relative to the platform 10, and these loads are far less than the said compressive loads so that they can is absorbed by the segment without deformation or damage. In this way, when the locking segments are exempted from pressure loads, the risk of the segments being deformed or even over-cut is avoided, thereby avoiding the risk that they may cause difficulties when the coupling J is to be separated.

Låsesegmenterne 34, 36 og 38 styres i sideretningen af de kileformede styr 40, der er fastgjort i rillen 22d ved hjælp af tappe 66, som er indsat i huller 72 ud for rillen 22d. Tappene 66 vil kunne være fastsvejst i hullerne 72.The locking segments 34, 36 and 38 are guided in the lateral direction by the wedge-shaped guides 40 secured in the groove 22d by means of pins 66 inserted in holes 72 next to the groove 22d. The pins 66 may be welded into the holes 72.

Det vil ses, at styrene 40 ville kunne være udformet sammenhængende med parten 22, hvorved rillen 22d ville få segmentform med en slids 22* for hvert af låsesegmenteme. Ud for hvert af låsesegmenterne har styrene 40 flader 40a og 40b, som vist i fig. 4 i forbindelse med segmentet 38, hvilke flader er indbyrdes parallelle og parallelle med bevægelsesretningen for låsesegmentet og med dets sideflader 38a og 38b til styring af segmentets bevægelse.It will be seen that the guides 40 could be formed coherently with the portion 22, whereby the groove 22d would be segmented with a slot 22 * for each of the locking segments. Next to each of the locking segments, guides 40 have surfaces 40a and 40b, as shown in FIG. 4 in connection with the segment 38, which surfaces are parallel and parallel to the direction of movement of the locking segment and with its side surfaces 38a and 38b for controlling the movement of the segment.

Inden koblingen samles, bliver låsesegmenteme 34, 36 og 38 fastgjort i tilbagetrukket stilling ved hjælp af boltene 64 som vist i fig. 4 ved segmentet 36. Parten 20 indføres i parten 22, indtil skulderen 24 på parten 20 hviler på den cirkulære endeflade 26 på parten 22 og bæres af denne. I denne stilling vil de ringformede flader 20a og 20b på parten 20 flugte med og hvile imod de ringformede flader henholdsvis 22a og 22b på parten 22. Disse flader har fortrinsvis skrå kanter for at lette sammenkoblingen.Before the coupling is assembled, the locking segments 34, 36 and 38 are fastened in the retracted position by the bolts 64 as shown in FIG. 4 at segment 36. The portion 20 is inserted into the portion 22 until the shoulder 24 of the portion 20 rests on the circular end surface 26 of the portion 22 and is supported thereon. In this position, the annular surfaces 20a and 20b of the portion 20 will align with and rest against the annular surfaces 22a and 22b of the portion 22. Preferably, these surfaces have inclined edges to facilitate the coupling.

Når parten 20 er blevet bragt til sæde i parten 22, fjeraes boltene 64 og stængerne 56 indsættes, hvorefter segmenterne ved hjælp af disse stænger skydes ind i rillen 22d på parten 22.When the portion 20 has been brought into the seat of the portion 22, the bolts 64 and the rods 56 are removed and the segments are then slid into the groove 22d of the portion 22 by means of these rods.

Derefter udtages stængerne 56, og låsetappene 58 føres gennem hullerae 60 ind i hullerne 52 uden gevindforbindelse med de sidste, men med gevindet 58a i indgreb med gevindet i hullerne 60, hvorved de to koblingsparter sammenlåses.Then the rods 56 are removed and the locking pins 58 are inserted through the holes 60 into the holes 52 without threaded connection with the last, but with the thread 58a engaging the thread in the holes 60, thereby locking the two coupling parts.

7 1432597 143259

En særlig fordel viser sig, når sektionerne af benet 12 skal aftages, efter at boreplatformen 10 har afsluttet operationerne et sted og skal flyttes til et andet. Benene 12 føres op igennem boreplatformen 10 ved hjælp af donkraftene, indtil koblingen er hævet til en position, hvor arbejderne har adgang dertil. Låsetappene 58 udtages og i stedet indføres stængerne 56 i hullerne 60 og skrues ind i gevindet i hullerne 62 i segmenterne som vist ved segmentet 38. Derefter trækkes segmenterne 34, 36 og 38 ud for låsestillingen i rillerne 20d og 22d til fristillingen i rillen 22d alene. I denne stilling låses segmenterne ved hjælp af boltene 64 som vist ved segmentet 36. Ved dette punkt viser en anden særlig fordel sig, idet de eneste flader, hvor der er egentlig kontakt mellem parten 20 og parten 22, er berøringsfladen mellem de ringformede flader 22a og 20a og de ringformede flader 22b og 20b. Parten 20 behøver kun at blive løftet en ganske kort strækning i forhold til parten 22, før koblingen er fri og let kan adskilles. Dette gælder navnlig, når diameteren af fladerne 20b og 22b er mindre end diameteren af fladerne 20a og 22a, idet de andre flader på parten 20 efter adskillelsen af fladerne 20a og 22a har mindre diameter og derfor ikke giver nogen friktionsmodstand mod adskillelsen af parterne 20 og 22. Denne fordel foreligger ikke ved sædvanlige tapforbindelser, hvor en betydelig del af overfladen på en tap hviler imod en bøsning, idet der ofte efter længere tids arbejde på et enkelt sted sker det, at en kobling sidder fast som følge af korrosion eller den uheldige virkning af de på koblingen virkende kræfter. Sådanne koblinger kræver ofte meget tid og besvær til adskillelse. Denne ulempe foreligger ikke ved anvendelse af koblingen ifølge opfindelsen.A particular advantage is apparent when the sections of the leg 12 are to be removed after the drilling platform 10 has completed operations one place and must be moved to another. The legs 12 are led up through the drilling platform 10 by means of the jack until the coupling is raised to a position where the workers have access to it. The locking pins 58 are removed and instead the rods 56 are inserted into the holes 60 and screwed into the threads in the holes 62 in the segments as shown by the segment 38. Then the segments 34, 36 and 38 are pulled out of the locking position in the grooves 20d and 22d for the release in the groove 22d alone. . In this position, the segments are locked by means of the bolts 64 as shown by the segment 36. At this point another particular advantage is shown, the only surfaces where there is actual contact between the part 20 and the part 22 is the contact surface between the annular surfaces 22a and 20a and the annular faces 22b and 20b. The part 20 only needs to be lifted a short distance relative to the part 22 before the coupling is free and easily separable. This is especially true when the diameter of the surfaces 20b and 22b is smaller than the diameter of the surfaces 20a and 22a, the other surfaces of the part 20 having the diameter of the surfaces 20a and 22a having a smaller diameter and therefore providing no frictional resistance to the separation of the parts 20 and 22. This advantage does not exist in conventional tap joints where a significant portion of the surface of a tap rests against a bushing, as after a long time in a single location it often happens that a coupling is stuck due to corrosion or the unfortunate effect of the forces acting on the clutch. Such couplings often require a great deal of time and effort for separation. This disadvantage does not exist when using the coupling according to the invention.

En yderligere fordel ved koblingen på boreplatformen ifølge opfindelsen i forhold til kendte koblinger, og som bidrager til let adskillelse, er at koblingen under samlingen kan smøres, idet parten 22 fyldes med et passende smøremiddel såsom en svær olie eller fedt, der holdes af en lukket membran eller plade 70, som er svejset til indersiden 22f af parten 22 lige under koblingen J. Når parten 20 indføres i parten 22, vil dette smøremiddel udfylde de åbne mellemrum, f.eks. mellemrummet mellem fladerne 20c og 22c samt rillerne 22d og 20d. Dette tjener til yderligere at beskytte koblingen imod korrosion og letter adskillelsen af koblingen.A further advantage of the coupling on the drilling platform according to the invention in relation to known couplings, which contributes to easy separation, is that the coupling during the assembly can be lubricated, the part 22 being filled with a suitable lubricant such as a heavy oil or grease held by a closed membrane or plate 70 welded to the inside 22f of the portion 22 just below the coupling J. When the portion 20 is introduced into the portion 22, this lubricant will fill the open spaces, e.g. the space between the surfaces 20c and 22c and the grooves 22d and 20d. This serves to further protect the coupling against corrosion and facilitates the separation of the coupling.

DK627273A 1973-05-09 1973-11-21 Drilling rig DK143259C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US35867073 1973-05-09
US00358670A US3844127A (en) 1973-05-09 1973-05-09 Floating drilling platform with quick disconnect legs

Publications (2)

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DK143259B true DK143259B (en) 1981-08-03
DK143259C DK143259C (en) 1981-11-30

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US (1) US3844127A (en)
JP (2) JPS509201A (en)
CA (1) CA984162A (en)
DK (1) DK143259C (en)
ES (1) ES421408A1 (en)
FI (1) FI55381C (en)
FR (1) FR2228659B1 (en)
GB (1) GB1422667A (en)
HK (1) HK677A (en)
IT (1) IT1002582B (en)
NL (1) NL156471B (en)
NO (1) NO137560C (en)
SE (1) SE391957B (en)

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US5190410A (en) * 1990-10-31 1993-03-02 Nunley Dwight S Conversion of mat jack-up drilling platforms to floating drilling platforms
US5494367A (en) * 1993-12-09 1996-02-27 Epkens; Heiko Harsh environment line swivel
US5529421A (en) * 1993-10-22 1996-06-25 Dcd Design & Manufacturing Ltd. Harsh environment swivel
GB2332256B (en) 1997-12-05 2002-01-16 Britannia Engineering Consulta Tubular connection
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DE202012103564U1 (en) * 2012-09-18 2013-12-20 Rolf Rohden Floating hanger segment for lifting ships or platforms as well as floats
CN104802947B (en) * 2014-12-09 2017-05-03 中集海洋工程研究院有限公司 Self-elevating platform and horizontal locking device thereof
JP6134430B1 (en) * 2016-10-18 2017-05-24 ウィング工業株式会社 Steel pipe fitting device
CN115247412B (en) * 2021-04-27 2023-08-08 段诺 Offshore jack-up rig with skirt-type pile shoe capable of being detached step by step

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US3455578A (en) * 1967-01-03 1969-07-15 Ventura Tool Co Fluid pressure releasable automatic tool joint
US3628336A (en) * 1969-04-28 1971-12-21 Offshore Co Drilling platform

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Publication number Publication date
FR2228659A1 (en) 1974-12-06
FI55381B (en) 1979-03-30
JPS509201A (en) 1975-01-30
US3844127A (en) 1974-10-29
JPS5474102U (en) 1979-05-26
IT1002582B (en) 1976-05-20
DE2403046B2 (en) 1976-05-06
NO137560C (en) 1978-03-15
HK677A (en) 1977-01-14
NL156471B (en) 1978-04-17
DK143259C (en) 1981-11-30
ES421408A1 (en) 1977-01-01
GB1422667A (en) 1976-01-28
CA984162A (en) 1976-02-24
DE2403046A1 (en) 1974-11-21
JPS5634036Y2 (en) 1981-08-12
FI55381C (en) 1979-07-10
AU6478974A (en) 1975-05-01
SE391957B (en) 1977-03-07
NO137560B (en) 1977-12-05
NL7316113A (en) 1974-11-12
FR2228659B1 (en) 1976-11-26

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