GB1367881A - Hydraulic engineering installations - Google Patents

Hydraulic engineering installations

Info

Publication number
GB1367881A
GB1367881A GB4458970A GB4458970A GB1367881A GB 1367881 A GB1367881 A GB 1367881A GB 4458970 A GB4458970 A GB 4458970A GB 4458970 A GB4458970 A GB 4458970A GB 1367881 A GB1367881 A GB 1367881A
Authority
GB
United Kingdom
Prior art keywords
sheet
water
sealing
sand
initially
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
GB4458970A
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.)
National Research Development Corp UK
Original Assignee
National Research Development Corp UK
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 National Research Development Corp UK filed Critical National Research Development Corp UK
Priority to GB4458970A priority Critical patent/GB1367881A/en
Priority to NL7112844A priority patent/NL7112844A/xx
Priority to US00181414A priority patent/US3785158A/en
Priority to IT70073/71A priority patent/IT939819B/en
Priority to FR7133646A priority patent/FR2108270A5/fr
Priority to JP7293171A priority patent/JPS5646013B1/ja
Publication of GB1367881A publication Critical patent/GB1367881A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/06—Constructions, or methods of constructing, in water
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24—Anchors
    • B63B21/26—Anchors securing to bed
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Revetment (AREA)

Abstract

1367881 Subaqueous structures NATIONAL RESEARCH DEVELOPMENT CORP 16 Sept 1971 [18 Sept 1970 (2)] 44589/70 and 44590/70 Heading E1H A "foundation" structure, Fig. 7, comprises a butyl rubber or mastic sealing-sheet 81 in or on the bed surface 80 of a body of water above rigid drain pipes 82 in sand and/or gravel. Said pipes and/or further rigid elements (not shown) may be connected to the sheet 81 at joints 87. Suction applied (at least initially) to the drain pipes draws water from beneath the sheet to press the latter against the bottom. Netting 85, concrete blocks 83, rocks (not shown), sand or gravel 88, or layers of bitumous or asphaltic material may protect the upper surface of the sheet 81. Means to inject grouting material beneath the. sheet may be provided, to fill cracks due to the drainage. Fig. 2 shows the structure used to anchor a storage tank 40; in which case, a collar 49 of an annular sealing sheet 48, is held against a wall 42 by a sealing member 50. The tank is fixed to grouting, sand or mud filled bags 51 bonded to the sheet. Water in cavity 41 and below sheet 48 is (at least initially) pumped out via well 43. Fig. 5 shows the structure applied to a flexible barrier formed by an extension 62 of a sealing sheet 60. Lines 66 and props 68 connect the upper edge to the sheet end/or rigid elements fixed beneath it. Alternatively (Fig. 6, not shown) the upper edge may be looped back onto the sealing sheet to form an inflatable barrier. Fig. 1 shows the structure used to anchor buoyant underwater storage tanks, oil pipelines, oil process plant, offshore drilling rigs or floating vessels. In this case rigid anchoring elements 17 to which a buoyed anchoring chain 23 is attached, are provided below the sealing sheet 19, and the drainpipes 13 extend into the seabed 11 possibly through a paper filter layer 14. Water is drained from below the sheet 19 (at least initially) via a line 26 and surface outlet (not shown) by a pump 27. Subsequent water seepage below sheet 19 can be periodically blown out from drainage vessel 28 into the body of water past apertures (not shown) in valve 31, with air supplied from a compresor carried on the buoy.
GB4458970A 1970-09-18 1970-09-18 Hydraulic engineering installations Expired GB1367881A (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
GB4458970A GB1367881A (en) 1970-09-18 1970-09-18 Hydraulic engineering installations
NL7112844A NL7112844A (en) 1970-09-18 1971-09-17
US00181414A US3785158A (en) 1970-09-18 1971-09-17 Hydraulic engineering installations
IT70073/71A IT939819B (en) 1970-09-18 1971-09-17 FOUNDATION FOR HYDRAULIC WORKS AND PROCEDURE FOR ITS CONSTRUCTION
FR7133646A FR2108270A5 (en) 1970-09-18 1971-09-17
JP7293171A JPS5646013B1 (en) 1970-09-18 1971-09-18

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GB4459170 1970-09-18
GB4458970A GB1367881A (en) 1970-09-18 1970-09-18 Hydraulic engineering installations
GB4459070 1970-09-18

Publications (1)

Publication Number Publication Date
GB1367881A true GB1367881A (en) 1974-09-25

Family

ID=27259853

Family Applications (1)

Application Number Title Priority Date Filing Date
GB4458970A Expired GB1367881A (en) 1970-09-18 1970-09-18 Hydraulic engineering installations

Country Status (6)

Country Link
US (1) US3785158A (en)
JP (1) JPS5646013B1 (en)
FR (1) FR2108270A5 (en)
GB (1) GB1367881A (en)
IT (1) IT939819B (en)
NL (1) NL7112844A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2165879A (en) * 1984-10-23 1986-04-23 Howard John Ward Retaining walls
CN105042185A (en) * 2015-07-24 2015-11-11 中国海洋石油总公司 Hydraulic-pushing type automatic bag laying device used for submarine pipeline suspended-spanning treatment

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7903490A (en) * 1979-05-03 1980-11-05 Hollandsche Betongroep Nv METHOD FOR LAYING A FILM.
FR2545121B1 (en) * 1983-04-29 1985-06-28 Precontrainte Ste Fse METHOD OF FOUNDATION ON AN ACCIDENTIAL UNDERWATER FLOOR
CN110004869B (en) * 2019-02-11 2023-11-14 中国水电基础局有限公司 Device and method for rapidly reducing pore water pressure of filled soil body
EP4198203A1 (en) * 2021-12-20 2023-06-21 TotalEnergies OneTech Process of anchoring a floating platform on a rocky seabed
CN114737513B (en) * 2022-04-12 2024-01-26 国网甘肃省电力公司电力科学研究院 Hydraulic engineering construction device and construction method thereof
WO2024115444A1 (en) * 2022-11-28 2024-06-06 Totalenergies Onetech Process of anchoring a floating platform on a rocky seabed

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1987626A (en) * 1930-01-21 1935-01-15 Deutsche Werke Kiel Ag Process of and apparatus for filling cracks and crevices
US2615307A (en) * 1947-05-06 1952-10-28 Kjellman Walter Method of consolidating soils
GB1214294A (en) * 1966-11-18 1970-12-02 Nat Res Dev Storage of liquids
US3599433A (en) * 1967-07-24 1971-08-17 Sumitomo Durez Co Method of soil stabilization and leakage prevention
US3438204A (en) * 1967-10-09 1969-04-15 Atlantic Richfield Co Underwater storage reservoir
US3461673A (en) * 1967-10-23 1969-08-19 Phillips Petroleum Co Lined pit having wind resistant liner therein and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2165879A (en) * 1984-10-23 1986-04-23 Howard John Ward Retaining walls
CN105042185A (en) * 2015-07-24 2015-11-11 中国海洋石油总公司 Hydraulic-pushing type automatic bag laying device used for submarine pipeline suspended-spanning treatment

Also Published As

Publication number Publication date
JPS5646013B1 (en) 1981-10-30
NL7112844A (en) 1972-03-21
FR2108270A5 (en) 1972-05-19
IT939819B (en) 1973-02-10
US3785158A (en) 1974-01-15

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Legal Events

Date Code Title Description
PS Patent sealed [section 19, patents act 1949]
PE20 Patent expired after termination of 20 years