GB1196992A - Improved Floatable Structure - Google Patents

Improved Floatable Structure

Info

Publication number
GB1196992A
GB1196992A GB1333568A GB1333568A GB1196992A GB 1196992 A GB1196992 A GB 1196992A GB 1333568 A GB1333568 A GB 1333568A GB 1333568 A GB1333568 A GB 1333568A GB 1196992 A GB1196992 A GB 1196992A
Authority
GB
United Kingdom
Prior art keywords
chamber
column
trunk
access
situ
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
Application number
GB1333568A
Inventor
Leonard Redshaw
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.)
Vickers Ltd
Original Assignee
Vickers 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 Vickers Ltd filed Critical Vickers Ltd
Priority to GB1333568A priority Critical patent/GB1196992A/en
Publication of GB1196992A publication Critical patent/GB1196992A/en
Expired legal-status Critical Current

Links

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
    • E02B17/02Artificial 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
    • 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
    • E02B2017/0052Removal or dismantling of offshore structures from their offshore location
    • 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
    • E02B2017/0086Large 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)
  • Revetment (AREA)

Abstract

1,196,992. Subaqueous structures; lighttowers. VICKERS Ltd. 17 March, 1969 [19 March, 1968], No. 1335/68. Headings E1H and E1A. A floatable well-head-platform structure comprises a column 1 that is freely-floodable and houses a tubular trunk 15 supporting a platform 8 and working deck 9, a base part 2 being furnishedwith a working chamber 13 that can be entered by personnel through the trunk and is surrounded by an annular floodable-buoyancy-chamber 7. To facilitate removal of the structure to and from the site of the well-head the chamber 7 can travel vertically and be secured to either the column or the part 2. The watertight baseplate 5 contains means of access (not shown) to the sea floor from the chamber 13 and may be wholly or partially removable to improve said access. Ring bulkheads 6 with radial webs 3 therebetween establish a seal about the aforementioned means of access. When the structure is in situ the chamber 7 is flooded through valves 17 and rests upon the part 2 as shown; and when the structure is to be removed the chamber 7 is partially charged with air by a compressor 11 so that it rises to the surface of the water. After being secured to the column the chamber 7 receives more air until it raises the structure above the sea bed, the column being subsequently lifted relative to said chamber by jacking mechanism (not shown) to reduce the draft of the structure. The base part may be capable of separation from the rest of the structure, in which case a conic spigot 20 and socket 19 are provided on said part and the trunk, respectively, and a further buoyancy-chamber 32 of horseshoe shape is provided to facilitate removal of the column I while leaving the base part in situ. Access hatches 16, 23, 28, 31 are provided as shown when the column is separable from the part 2 so that the latter can be left on the sea bed and the rest of the structure removed; otherwise the hatch 16 only is provided and located at the top of the chamber 13, Fig. 1 (not shown). Compressed air can be supplied to a chamber 24 through a pipeline 25 to form an air lock. Lead shot for ballasting purposes may be placed in the chamber 7 through a pipeline 18. Piles (not shown) may be arranged around the bulkheads 6 to minimize leakage thereat and may be driven by the structure as it descends and/or driving means incorporated in the structure. The structure may be adapted to deeper water by extension columns and trunks fitted when in situ. The structure may be modified for use as a lighthouse or tower, the trunk 15 and chamber 13 being used for storage purposes.
GB1333568A 1968-03-19 1968-03-19 Improved Floatable Structure Expired GB1196992A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1333568A GB1196992A (en) 1968-03-19 1968-03-19 Improved Floatable Structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1333568A GB1196992A (en) 1968-03-19 1968-03-19 Improved Floatable Structure

Publications (1)

Publication Number Publication Date
GB1196992A true GB1196992A (en) 1970-07-01

Family

ID=10021059

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1333568A Expired GB1196992A (en) 1968-03-19 1968-03-19 Improved Floatable Structure

Country Status (1)

Country Link
GB (1) GB1196992A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362112A (en) * 2012-04-11 2013-10-23 天津市海王星海上工程技术有限公司 Shallow well shaft structure giving consideration to well mouth waterproofing and self-storage bearing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362112A (en) * 2012-04-11 2013-10-23 天津市海王星海上工程技术有限公司 Shallow well shaft structure giving consideration to well mouth waterproofing and self-storage bearing

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Legal Events

Date Code Title Description
PS Patent sealed
PLNP Patent lapsed through nonpayment of renewal fees