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GB880467A - A method of and apparatus for making subaqueous foundations - Google Patents

A method of and apparatus for making subaqueous foundations

Info

Publication number
GB880467A
GB880467A GB6327/60A GB632760A GB880467A GB 880467 A GB880467 A GB 880467A GB 6327/60 A GB6327/60 A GB 6327/60A GB 632760 A GB632760 A GB 632760A GB 880467 A GB880467 A GB 880467A
Authority
GB
United Kingdom
Prior art keywords
making
subaqueous
foundations
caisson
bores
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
GB6327/60A
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of GB880467A publication Critical patent/GB880467A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/20Caisson foundations combined with pile foundations
    • 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
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water

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)
  • Foundations (AREA)

Abstract

880,467. Subaqueous buildings. MULLER, L. Feb. 23, 1960 [April 6, 1959], No. 6327/60. Class 68(2). A subaqueous foundation is formed by sinking a caisson 1 on to the sea-bed and by driving piles 2 through bores 7, 8 in the caisson into the bed. The piles are formed according to Specification 880,466 and are cemented into the bores.
GB6327/60A 1959-04-06 1960-02-23 A method of and apparatus for making subaqueous foundations Expired GB880467A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE880467X 1959-04-06

Publications (1)

Publication Number Publication Date
GB880467A true GB880467A (en) 1961-10-25

Family

ID=6822746

Family Applications (1)

Application Number Title Priority Date Filing Date
GB6327/60A Expired GB880467A (en) 1959-04-06 1960-02-23 A method of and apparatus for making subaqueous foundations

Country Status (1)

Country Link
GB (1) GB880467A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2530699A1 (en) * 1981-01-26 1984-01-27 Heyman Klas SUPPORT STRUCTURE, IN PARTICULAR FOR UNDERWATER CONSTRUCTION WORK, AND METHOD FOR CONSTRUCTING SUCH A STRUCTURE
FR2595734A1 (en) * 1986-03-12 1987-09-18 Cons Environmental Tech CONSTRUCTION AND USE OF SUBSEA DRILLING HOLES
WO2005038146A1 (en) * 2003-10-17 2005-04-28 University Of Southampton Marine foundations
WO2013113873A2 (en) 2012-02-03 2013-08-08 V & M Deutschland Gmbh Foundation structure of an offshore plant, in particular an offshore wind turbine, which foundation structure is to be installed at a low noise level, and installation method therefor
CN114658022A (en) * 2022-02-28 2022-06-24 河海大学 A kind of multi-pile connecting rod composite foundation for high-rise structures and using method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2530699A1 (en) * 1981-01-26 1984-01-27 Heyman Klas SUPPORT STRUCTURE, IN PARTICULAR FOR UNDERWATER CONSTRUCTION WORK, AND METHOD FOR CONSTRUCTING SUCH A STRUCTURE
FR2595734A1 (en) * 1986-03-12 1987-09-18 Cons Environmental Tech CONSTRUCTION AND USE OF SUBSEA DRILLING HOLES
BE1000176A5 (en) * 1986-03-12 1988-07-12 Cons Environmental Technologie CONSTRUCTION AND USE OF SUBMARINE DRILLING HOLES.
WO2005038146A1 (en) * 2003-10-17 2005-04-28 University Of Southampton Marine foundations
WO2013113873A2 (en) 2012-02-03 2013-08-08 V & M Deutschland Gmbh Foundation structure of an offshore plant, in particular an offshore wind turbine, which foundation structure is to be installed at a low noise level, and installation method therefor
US9663916B2 (en) 2012-02-03 2017-05-30 Vallourec Deutschland Gmbh Foundation structure of an offshore plant, in particular an offshore wind turbine, which foundation structure is to be installed at a low noise level, and installation method therefor
CN114658022A (en) * 2022-02-28 2022-06-24 河海大学 A kind of multi-pile connecting rod composite foundation for high-rise structures and using method
CN114658022B (en) * 2022-02-28 2022-11-29 河海大学 A multi-pile connecting rod composite foundation for high-rise structures and its application method

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