[go: up one dir, main page]

GB751775A - Improvements in or relating to sub-aqueous structures - Google Patents

Improvements in or relating to sub-aqueous structures

Info

Publication number
GB751775A
GB751775A GB332454A GB332454A GB751775A GB 751775 A GB751775 A GB 751775A GB 332454 A GB332454 A GB 332454A GB 332454 A GB332454 A GB 332454A GB 751775 A GB751775 A GB 751775A
Authority
GB
United Kingdom
Prior art keywords
water
rock
floor
piling
tensioned
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
GB332454A
Inventor
Cecil Frederick Grundy
Patrick Ivor Parker
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.)
Cementation Co Ltd
Original Assignee
Cementation Co 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 Cementation Co Ltd filed Critical Cementation Co Ltd
Priority to GB332454A priority Critical patent/GB751775A/en
Publication of GB751775A publication Critical patent/GB751775A/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
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
    • E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/02—Restraining of open water
    • E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles
    • 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
    • E02D27/50—Anchored foundations

Landscapes

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

Abstract

751,775. Cofferdams. CEMENTATION CO., Ltd. March 18, 1955 [Feb. 4, 1954], No. 3324/54. Class 68(2) In a method of producing a sub-aqueous structure, such as a cofferdam, which is subject to hydrostatic uplift steel piling 3 is driven into the sea bottom consisting mainly of clay 1 to enclose a rectangular area, and extends above the surface 2 of the water, there being below the clay 1, a layer of water bearing gravel 4 subject to the full hydrostatic pressure and a stratum of rock 5. Metal tubes 6 are then driven into the bottom 1, their upper ends remaining above the level of the water 2, each tube having a boring rod extending into the rock 5. A high tensile cable 7 is threaded down each tube and grouted at 8 in the bore hole.. Concrete is then poured into the water enclosed by the piling to form a thick floor 9. After the floor has set the cables are tensioned by jacking them against the upper ends of the tubes 6 and the water within the piling is pumped out. If the concrete floor is subsequently held down by massive plant the cables may be de-tensioned. In an alternative arrangement the concrete floor is laid before the holes down to the rock are drilled.
GB332454A 1954-02-04 1954-02-04 Improvements in or relating to sub-aqueous structures Expired GB751775A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB332454A GB751775A (en) 1954-02-04 1954-02-04 Improvements in or relating to sub-aqueous structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB332454A GB751775A (en) 1954-02-04 1954-02-04 Improvements in or relating to sub-aqueous structures

Publications (1)

Publication Number Publication Date
GB751775A true GB751775A (en) 1956-07-04

Family

ID=9756168

Family Applications (1)

Application Number Title Priority Date Filing Date
GB332454A Expired GB751775A (en) 1954-02-04 1954-02-04 Improvements in or relating to sub-aqueous structures

Country Status (1)

Country Link
GB (1) GB751775A (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3054268A (en) * 1959-04-06 1962-09-18 Muller Ludwig Structure with underwater foundation
US3466878A (en) * 1966-01-17 1969-09-16 Boussiron Soc Entreprises Rig for work at sea,in lakes,lagoons
FR2601980A1 (en) * 1986-07-22 1988-01-29 Spie Batignolles Method for constructing an underground parking area submerged in a variable ground-water table or other similar device
CN101886395A (en) * 2010-06-22 2010-11-17 中交武汉港湾工程设计研究院有限公司 Full-detachable-type single-wall steel hanging box
CN101775809B (en) * 2010-01-15 2011-07-20 中铁大桥局集团第五工程有限公司 Construction method of marine self-floating type steel soleplate single-wall suspension box cofferdam and single-wall suspension box cofferdam
CN104264698A (en) * 2014-09-05 2015-01-07 中国葛洲坝集团国际工程有限公司 Construction method of clay core earth rock cofferdam
CN105442623A (en) * 2015-12-17 2016-03-30 中交二航局第四工程有限公司 No-trestle water bridge pile foundation and bearing platform construction method and cofferdam thereof
CN111520096A (en) * 2020-04-30 2020-08-11 中国水电基础局有限公司 Orifice closing device
CN111535773A (en) * 2020-04-30 2020-08-14 中国水电基础局有限公司 Drilling method adopting fiber type weighted mud under high-head flowing water condition
CN113062366A (en) * 2021-03-19 2021-07-02 应急管理部国家自然灾害防治研究院 A structure to avoid the uplift of underground space structures induced by site earthquake liquefaction
CN113605422A (en) * 2021-09-13 2021-11-05 西安热工研究院有限公司 Construction method of wood-bamboo clay cofferdam
US11976458B1 (en) * 2021-08-30 2024-05-07 James Gibson Mobile home anchoring system and method of use

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3054268A (en) * 1959-04-06 1962-09-18 Muller Ludwig Structure with underwater foundation
US3466878A (en) * 1966-01-17 1969-09-16 Boussiron Soc Entreprises Rig for work at sea,in lakes,lagoons
FR2601980A1 (en) * 1986-07-22 1988-01-29 Spie Batignolles Method for constructing an underground parking area submerged in a variable ground-water table or other similar device
CN101775809B (en) * 2010-01-15 2011-07-20 中铁大桥局集团第五工程有限公司 Construction method of marine self-floating type steel soleplate single-wall suspension box cofferdam and single-wall suspension box cofferdam
CN101886395A (en) * 2010-06-22 2010-11-17 中交武汉港湾工程设计研究院有限公司 Full-detachable-type single-wall steel hanging box
CN101886395B (en) * 2010-06-22 2012-02-29 中交武汉港湾工程设计研究院有限公司 Full-detachable-type single-wall steel hanging box
CN104264698A (en) * 2014-09-05 2015-01-07 中国葛洲坝集团国际工程有限公司 Construction method of clay core earth rock cofferdam
CN105442623A (en) * 2015-12-17 2016-03-30 中交二航局第四工程有限公司 No-trestle water bridge pile foundation and bearing platform construction method and cofferdam thereof
CN111520096A (en) * 2020-04-30 2020-08-11 中国水电基础局有限公司 Orifice closing device
CN111535773A (en) * 2020-04-30 2020-08-14 中国水电基础局有限公司 Drilling method adopting fiber type weighted mud under high-head flowing water condition
CN111520096B (en) * 2020-04-30 2021-03-02 中国水电基础局有限公司 Orifice closing device
CN113062366A (en) * 2021-03-19 2021-07-02 应急管理部国家自然灾害防治研究院 A structure to avoid the uplift of underground space structures induced by site earthquake liquefaction
US11976458B1 (en) * 2021-08-30 2024-05-07 James Gibson Mobile home anchoring system and method of use
CN113605422A (en) * 2021-09-13 2021-11-05 西安热工研究院有限公司 Construction method of wood-bamboo clay cofferdam

Similar Documents

Publication Publication Date Title
CN108376188B (en) Evaluation and calculation method for loess collapsibility
GB751775A (en) Improvements in or relating to sub-aqueous structures
Yamashita et al. Large-scale piled raft with grid-form deep mixing walls on soft ground
CN105604065A (en) Foundation fit support and peat-soil deep-foundation-pit-support high-pressure jet grouting anchoring method
CN107165173A (en) A kind of foundation pit supporting system and its construction method
CN207582471U (en) A kind of Retaining Structure with Double-row Piles equipped with deep layer prestress anchorage cable
Burland et al. A case history of a foundation problem on soft chalk
CN217601453U (en) Novel foundation pit structure for foundation pit construction
US3464215A (en) Foundation systems
Kienberger PAPER 3 Diaphragm walls as load bearing foundations
GB794842A (en) Improvements in or relating to the formation of subterranean anchorages
CN214061557U (en) A backfill composite foundation structure
CN218204422U (en) Foundation pit supporting structure of PRC tubular pile and prestressed anchorage cable combination
SU1645339A1 (en) Method for erecting structures on swelling soils
Kazuhiro et al. CONSTRUCTION OF EARTH FILL STRUCTURE FOR SMALL FARM POND BY USING BHUTANESE TRADITIONAL WALL MAKING METHOD
RU2403341C1 (en) Method for manufacturing of foundation from boring piles
SU885429A1 (en) Method of fighting the sagging properties of soil
CN87102786B (en) Large-aperture deep pile self-reaction force pile testing method
Areflev Reinforcement of foundation with injection piles
Restelli et al. Reconstruction of La Fenice theatre in Venice. Foundation problems
Davie et al. Jet grout columns partially support natural draft cooling tower
Ho Ground Loss behind Floating Diaphragm Walls in Soft Ground Excavation
SU720100A1 (en) Method of making backfill of excavation or trench
Moh Current deep foundation practice in Taiwan and Southeast Asia
Mangushev et al. Preservation of historical buildings during the development of underground space in an urban environment