ES2087157T3 - Columnas de angulo para producir patas en un equipo de perforacion petrolifera y su uso en un equipo elevable por gatos. - Google Patents

Columnas de angulo para producir patas en un equipo de perforacion petrolifera y su uso en un equipo elevable por gatos.

Info

Publication number
ES2087157T3
ES2087157T3 ES90910524T ES90910524T ES2087157T3 ES 2087157 T3 ES2087157 T3 ES 2087157T3 ES 90910524 T ES90910524 T ES 90910524T ES 90910524 T ES90910524 T ES 90910524T ES 2087157 T3 ES2087157 T3 ES 2087157T3
Authority
ES
Spain
Prior art keywords
foot
duct
wall
corner
equipment
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
ES90910524T
Other languages
English (en)
Inventor
Gunnar Foss
Geir Kjersem
Sture Rundhovde
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.)
Offshore Innovation Ltd AS
Original Assignee
Offshore Innovation Ltd AS
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 Offshore Innovation Ltd AS filed Critical Offshore Innovation Ltd AS
Application granted granted Critical
Publication of ES2087157T3 publication Critical patent/ES2087157T3/es
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/06—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for immobilising, e.g. using wedges or clamping rings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial 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
    • E02B17/021—Artificial 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/006—Platforms with supporting legs with lattice style supporting legs
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/0073—Details of sea bottom engaging footing
    • E02B2017/0086—Large footings connecting several legs or serving as a reservoir for the storage of oil or gas

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Centrifugal Separators (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Cyclones (AREA)
  • Lubricants (AREA)
  • Accessories Of Cameras (AREA)
  • Ladders (AREA)
  • Detergent Compositions (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

LA INVENCION SE REFIERE A UN PLATAFORMA DE PERFORACION PETROFIFERA DISEÑADA PARA LAS PROFUNDIDADES DE OCEANOS DE GRANDES DIMENSIONES Y SE COMPONE DE AL MENOS UN PIE Y UNA PLATAFORMA QUE TIENE UN SISTEMA DE BOMBEO. EL PIE DE LA TORRE SE COMPONE DE UN NUMERO DE PILARES DE ESQUINA JUNTOS CON TRAVESAÑOS DE REFUERZO TRANSVERSALES Y CADA PILAR DE ESQUINA SE COMPONE DE UN CONDUCTO DE SALIDA (26) EN GRAN PARTE ANULAR EN EL CUAL ESTA COLOCADO UN CONDUCTO DE ENTRADA EN GRAN PARTE ANULAR. EL ESPACIO ANULAR (27) ENTRE LA PARED INTERIOR DEL CONDUCTO DE SALIDA Y LA PARED EXTERIOR DEL CONDUCTO DE ENTRADA ESTA RELLENO CON UN MATERIAL ENDURECIBLE TAL COMO EL HORMIGON, CAPAZ DE TRANSFERIR FUERZAS ENTRE LOS CONDUCTOS. EL DIAMETRO EXTERIOR DEL CONDUCTO DE SALIDA (26) ES APROXIMADAMENTE CONSTANTE SOBRE LA TOTALIDAD DE LA LONGITUD DE LA COLUMNA (24), Y EL CARTER DE PETROLEO SE CARACTERIZA PORQUE EL DIAMETRO EXTERIOR DEL CONDUCTO DE ENTRADA (28) ES APROXIMADAMENTE CONSTANTE MIENTRAS EL GROSOR DE SU PARED TI INCREMENTA DESDE LA SECCION SUPERIOR (I) DE LA COLUMNA DE ESQUINA HASTA LA SECCION MAS INFERIOR (VI) DE LA COLUMNA DE ESQUINA. DE ACUERDO CON UNA CONSTRUCCION PREFERENTE EL GROSOR DE LA PARED TI DEL CONDUCTO DE ENTRADA (28) AUMENTA PASO A PASO DESDE UNOS 30MM. EN LA SECCION SUPERIOR DEL PIE DEL CARTER HASTA UNOS 150MM. EN LA SECCION MAS BAJA DEL PIE. LA CONSTRUCCION DE LA COLUMNA DE ESQUINA HACE POSIBLE EL PRODUCIR TORRES DE PERFORACION PETROLIFERAS PERFORABLES QUE PUEDEN TRABAJAR EN PROFUNDIDADES DE OCEANOS TOTALMENTE POR DEBAJO DE 200 METROS.
ES90910524T 1989-07-14 1990-07-11 Columnas de angulo para producir patas en un equipo de perforacion petrolifera y su uso en un equipo elevable por gatos. Expired - Lifetime ES2087157T3 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NO892896A NO167679C (no) 1989-07-14 1989-07-14 Oppjekkbar oljerigg og hjoernesoeyle for fremstilling av samme.

Publications (1)

Publication Number Publication Date
ES2087157T3 true ES2087157T3 (es) 1996-07-16

Family

ID=19892236

Family Applications (1)

Application Number Title Priority Date Filing Date
ES90910524T Expired - Lifetime ES2087157T3 (es) 1989-07-14 1990-07-11 Columnas de angulo para producir patas en un equipo de perforacion petrolifera y su uso en un equipo elevable por gatos.

Country Status (11)

Country Link
US (1) US5288174A (es)
EP (1) EP0593426B1 (es)
JP (1) JPH05501432A (es)
KR (1) KR920701578A (es)
AT (1) ATE135776T1 (es)
AU (1) AU639006B2 (es)
CA (1) CA2063380A1 (es)
DE (1) DE69026120D1 (es)
ES (1) ES2087157T3 (es)
NO (1) NO167679C (es)
WO (1) WO1991001411A1 (es)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5447391A (en) * 1993-09-30 1995-09-05 Shell Oil Company Offshore platform structure and system
US5445476A (en) * 1993-09-30 1995-08-29 Shell Oil Company Reusable offshore platform jacket
US5675956A (en) * 1994-04-25 1997-10-14 Nevin; Jerome F. Post and pole construction using composite materials
US5593250A (en) * 1994-12-23 1997-01-14 Shell Offshore Inc. Hyjack platform with buoyant rig supplemental support
US5551801A (en) * 1994-12-23 1996-09-03 Shell Offshore Inc. Hyjack platform with compensated dynamic response
US5741089A (en) * 1994-12-23 1998-04-21 Shell Offshore Inc. Method for enhanced redeployability of hyjack platforms
US6547491B1 (en) * 2000-03-17 2003-04-15 J. Ray Mcdermott, S.A. Hydrostatic equalization for an offshore structure
US20120107053A1 (en) * 2010-08-20 2012-05-03 Hilgefort Gmbh Anlagenkomponenten Und Apparatebau Sandwich base structure for off-shore wind turbines
WO2007126477A2 (en) * 2006-03-30 2007-11-08 Exxonmobil Upstream Research Company Mobile, year-round arctic drilling system
EP2351885A1 (de) * 2010-01-07 2011-08-03 WeserWind GmbH Offshore-Bauwerk
WO2012096679A1 (en) * 2011-01-11 2012-07-19 Pilepro, Llc Improved steel pipe piles and pipe pile structures
CA2751791C (en) 2011-09-06 2014-10-14 Weir Canada Inc. Pumping system
ES2415058B2 (es) * 2011-10-18 2015-10-06 Esteyco Energía S.L. Mejoras en el procedimiento de instalación de torre para uso aguas adentro.

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US163993A (en) * 1875-06-01 Improvement in balusters
FR642656A (fr) * 1927-10-21 1928-09-01 Tuyaux Et Agglomeres Centrifug Procédé de fabrication d'éléments tubulaires creux, en ciment armé, pouvant s'assembler, par emboîtement, pour la constitution de potaux, par exemple
US3199300A (en) * 1961-05-22 1965-08-10 Foundation Specialties Inc Pile construction
US3213629A (en) * 1963-03-20 1965-10-26 Socony Mobil Oil Co Inc Apparatus and method for installation of a pile-jacket assembly in a marine bottom
US3564856A (en) * 1969-04-11 1971-02-23 Mobil Oil Corp Process and apparatus for cementing offshore support members
US3601999A (en) * 1969-09-18 1971-08-31 Horace W Olsen Methods of grouting offshore structures
US3967458A (en) * 1974-11-14 1976-07-06 Bethlehem Steel Corporation Marine apparatus having telescopic legs
US3987636A (en) * 1975-04-30 1976-10-26 Brown & Root, Inc. Methods and apparatus for anchoring a submerged structure to a waterbed
US4087978A (en) * 1975-05-06 1978-05-09 Oil States Rubber Company Multiple diaphragm seal assembly
US3986368A (en) * 1975-05-27 1976-10-19 Levingston Shipbuilding Company Load equalizing and shock absorber system for off-shore drilling rigs
US4014176A (en) * 1975-09-04 1977-03-29 Brown & Root, Inc. Methods and apparatus for applying buoyant forces to offshore tower legs and providing and enclosing buoyancy chambers
SU635210A1 (ru) * 1975-11-17 1978-11-30 Ордена Трудового Красного Знамени Центральный Научно-Исследовательский И Проектный Институт Строительных Металлоконструкций Способ изготовлени металлического ствола мачты переменного сечени
US4040265A (en) * 1976-02-06 1977-08-09 Marine Engineering Systems, Inc. Mobile offshore platform
NL160353C (nl) * 1976-07-05 1979-10-15 Hollandsche Betongroep Nv Werkwijze en inrichting voor het op de zeebodem vastzetten van een ondersteuning.
US4265568A (en) * 1979-08-06 1981-05-05 The Offshore Company Gravity base, jack-up platform - method and apparatus
DE3220754C2 (de) * 1982-06-02 1985-04-25 M.A.N. Maschinenfabrik Augsburg-Nürnberg AG, 4200 Oberhausen Tragsäule für eine Überwasserplattform und Verfahren zu ihrer Herstellung
US4493592A (en) * 1982-09-28 1985-01-15 Halliburton Company Grouting method
US4552486A (en) * 1984-03-21 1985-11-12 Halliburton Company Grouting method - chemical method
AU615207B2 (en) * 1984-03-21 1991-09-26 Halliburton Company Grouting arrangement for an offshore platform
IT1200616B (it) * 1985-05-03 1989-01-27 Nuovo Pignone Spa Sistema perfezionato di connessione sottomarina tra le zampe di una piattaforma ed i relativi pali di fondazione

Also Published As

Publication number Publication date
AU639006B2 (en) 1993-07-15
NO892896D0 (no) 1989-07-14
JPH05501432A (ja) 1993-03-18
EP0593426A1 (en) 1994-04-27
ATE135776T1 (de) 1996-04-15
AU5960590A (en) 1991-02-22
NO167679B (no) 1991-08-19
EP0593426B1 (en) 1996-03-20
US5288174A (en) 1994-02-22
NO167679C (no) 1991-11-27
CA2063380A1 (en) 1991-01-15
WO1991001411A1 (en) 1991-02-07
DE69026120D1 (de) 1996-04-25
KR920701578A (ko) 1992-08-12
NO892896L (no) 1991-01-15

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