IE37296B1 - Marine structures - Google Patents

Marine structures

Info

Publication number
IE37296B1
IE37296B1 IE256/73A IE25673A IE37296B1 IE 37296 B1 IE37296 B1 IE 37296B1 IE 256/73 A IE256/73 A IE 256/73A IE 25673 A IE25673 A IE 25673A IE 37296 B1 IE37296 B1 IE 37296B1
Authority
IE
Ireland
Prior art keywords
caisson
columns
wave
penetrable
water
Prior art date
Application number
IE256/73A
Other versions
IE37296L (en
Original Assignee
Redpath Dorman Long 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 Redpath Dorman Long Ltd filed Critical Redpath Dorman Long Ltd
Publication of IE37296L publication Critical patent/IE37296L/en
Publication of IE37296B1 publication Critical patent/IE37296B1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/08Lowering or sinking caissons
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/18Foundations formed by making use of caissons
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/06Constructions, or methods of constructing, in water
    • 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

1430084 Marine structures REDPATH DORMAN LONG (NORTH SEA) Ltd 9 March 1973 [9 March 1972] 11086/72 Heading E1H A marine structure, comprises a foundation raft 10 formed as a caisson section and founded in a subaqueous bed 12, a tower structure 16, 18 .. 24 extending upwardly from the foundation raft 10 but terminating below the water surface, a wave-penetrable structure 28 disposed upon the tower structure and projecting through the water surface, and a superstructure 36 supported on said wave-penetrable structure. The foundation raft 10 is a hollow cylindrical concrete caisson which is floated into position with a pontoon (48) and controllably sunk by flooding its chambers 42. Cables (52) connecting the caisson 10 to the pontoon control positioning of the caisson during sinking. After founding of the caisson in the sea bed 12 by the technique described in Specification 1380586, the tower structure in the form of caisson sections 16, 18 .. 24 is built up using the method employed for the caisson 10. An inflation buffer (62) is inserted in the bores 14 of adjacent sections as they are brought together, inflation thereof ensuring accurate alignment. Thereafter the wave-penetrable structure 28 in the form of a concrete raft 30 supporting either wholly tubular steel columns 32, wholly lattice columns, or, as shown, part tubular and part lattice columns, is sunk onto the tower structure. Finally the superstructure 36 is hoisted onto the tops of the columns 32. The abutting surfaces of adjacent caisson sections are sealed by fiexible seals (66) and by injecting between the surface sealing compound (68) followed by grouting (72). This allows the shaft defined by the bores 14 in the caissons and a tube 40 supported by the structure 28, to be emptied of water whereby drilling of the subaqueous bed 12 through the shaft is possible. After construction of the structure the chambers 42 may be emptied of water and used as oil storage tanks. In a second embodiment, Fig. 9 (not shown) the tower structure is in the form of vertical steel columns (92), the wave-penetrable structure and superstructure being in the form of a legged platform positionable over the columns so that lowering of the legs causes the platform to lift clear of the water. [GB1430084A]
IE256/73A 1972-03-09 1973-02-19 Marine structures IE37296B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1108672A GB1430084A (en) 1972-03-09 1972-03-09 Marine structures

Publications (2)

Publication Number Publication Date
IE37296L IE37296L (en) 1973-09-09
IE37296B1 true IE37296B1 (en) 1977-06-22

Family

ID=9979786

Family Applications (1)

Application Number Title Priority Date Filing Date
IE256/73A IE37296B1 (en) 1972-03-09 1973-02-19 Marine structures

Country Status (4)

Country Link
FR (1) FR2175460A5 (en)
GB (1) GB1430084A (en)
IE (1) IE37296B1 (en)
NL (1) NL7303402A (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1566722A (en) * 1976-03-25 1980-05-08 Hollandse Beton Mij Bv Marine structures
US4242011A (en) 1978-04-03 1980-12-30 Brown & Root, Inc. Method and apparatus for forming integrated deck sub-structure assembly including arch-vessel passage means
CA1081483A (en) * 1978-06-21 1980-07-15 Dome Petroleum Limited Off-shore drilling and production structure
US4511288A (en) * 1981-11-30 1985-04-16 Global Marine Inc. Modular island drilling system
US4723875A (en) * 1987-02-13 1988-02-09 Sutton John R Deep water support assembly for a jack-up type platform
CN110206073B (en) * 2019-04-30 2021-07-30 中建五局土木工程有限公司 Waterproof construction method for lattice column pile and main structure joint
CN113605437B (en) * 2021-07-16 2022-07-15 江苏富源广建设发展有限公司 Steel lattice column for bearing platform type tower crane foundation

Also Published As

Publication number Publication date
FR2175460A5 (en) 1973-10-19
GB1430084A (en) 1976-03-31
IE37296L (en) 1973-09-09
NL7303402A (en) 1973-09-11

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