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GB1110410A - A method of erecting subterranean structures - Google Patents

A method of erecting subterranean structures

Info

Publication number
GB1110410A
GB1110410A GB20082/65A GB2008265A GB1110410A GB 1110410 A GB1110410 A GB 1110410A GB 20082/65 A GB20082/65 A GB 20082/65A GB 2008265 A GB2008265 A GB 2008265A GB 1110410 A GB1110410 A GB 1110410A
Authority
GB
United Kingdom
Prior art keywords
apertures
supplied
soil
subterranean
ground
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
GB20082/65A
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 GB1110410A publication Critical patent/GB1110410A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • E21B17/18—Pipes provided with plural fluid passages
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E02D1/04—Sampling of soil
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/24—Placing by using fluid jets
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00—Drill bits
    • E21B10/46—Drill bits characterised by wear resisting parts, e.g. diamond inserts
    • E21B10/50—Drill bits characterised by wear resisting parts, e.g. diamond inserts the bit being of roller type
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B25/00—Apparatus for obtaining or removing undisturbed cores, e.g. core barrels or core extractors
    • E21B25/08—Coating, freezing, consolidating cores; Recovering uncontaminated cores or cores at formation pressure

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Soil Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

1,110,410. Wells etc.; cast in situ piles. I. FAILLA. 12 May, 1965 [13 May, 1965], No. 20082/65. Headings E1F and E1H. A subterranean structure is formed by sinking a tubular member 3 into the ground, and by discharging material forming part of the structure from apertures 2 in the lower end of the member as it is withdrawn from the ground. During the formation of a pile the soil within the member, or material (including reinforcing) replacing this soil, is impregnated with cement mix supplied through the apertures. The cement mix may be supplied so that it does not impregnate the central part of the soil within the member, and this part is removed so that a lined shaft is formed. The member may have an annular bit 12 and drilling fluid may be supplied through the apertures. A number of piles formed by the process may overlap one another to form a subterranean wall. The member may have a rectangular cross section. The material discharged from the apertures may be heated, and material may be supplied from the apertures during sinking the member.
GB20082/65A 1964-05-13 1965-05-12 A method of erecting subterranean structures Expired GB1110410A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT1036864 1964-05-13

Publications (1)

Publication Number Publication Date
GB1110410A true GB1110410A (en) 1968-04-18

Family

ID=11134066

Family Applications (1)

Application Number Title Priority Date Filing Date
GB20082/65A Expired GB1110410A (en) 1964-05-13 1965-05-12 A method of erecting subterranean structures

Country Status (4)

Country Link
BE (1) BE663872A (en)
CH (1) CH466997A (en)
GB (1) GB1110410A (en)
NL (1) NL6506137A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000040808A1 (en) * 1999-01-07 2000-07-13 Menard Soltraitement Method and device for forming a foundation pipe pile in the ground
EP1342851A1 (en) * 2002-03-08 2003-09-10 BVV Spezialtiefbautechnik Vertriebs GmbH Method and apparatus for forming a soil-concrete trench wall
CN102677658A (en) * 2012-04-25 2012-09-19 北京市三一重机有限公司 Pile construction method and pile casings
CN115899442A (en) * 2022-12-08 2023-04-04 中交第四航务工程局有限公司 Newly-built river channel strides across oil gas pipeline and encapsulates protection device

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4621950A (en) * 1983-01-18 1986-11-11 Electric Power Research Institute Techniques for establishing inground support footings and for strengthening and stabilizing the soil at inground locations
NL8403277A (en) * 1984-10-29 1986-05-16 Verstraeten Funderingstech Bv METHOD FOR FORMING A HOLE IN THE GROUND; ALSO CAVE, OPEN AND BOTTOM OPEN BODY, DESIGNED FOR APPLICATION IN THIS METHOD.
NL191893C (en) * 1984-12-06 1996-10-04 Verstraeten Funderingstech Bv Method and device for forming a sealing wall in the ground.
NL8700246A (en) * 1987-02-02 1988-09-01 Stichting Waterbouwkundig Lab METHOD AND APPARATUS FOR INSULATING, TREATING AND / OR REMOVING IN CELLS HIGHLY CONTAMINATED MATERIAL IN OR ON THE SOIL.
FR2610652B1 (en) * 1987-02-09 1991-09-06 Soletanche METHOD FOR REINFORCING A TUBULAR BATTERY PILE, PIE OBTAINED BY THIS PROCESS, DEVICE FOR IMPLEMENTING THE PROCESS
WO1990011412A1 (en) * 1989-03-22 1990-10-04 Iniectojet S.P.A. A procedure for the forming of consolidation and foundation piles with embedded reinforcements

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000040808A1 (en) * 1999-01-07 2000-07-13 Menard Soltraitement Method and device for forming a foundation pipe pile in the ground
EP1342851A1 (en) * 2002-03-08 2003-09-10 BVV Spezialtiefbautechnik Vertriebs GmbH Method and apparatus for forming a soil-concrete trench wall
CN102677658A (en) * 2012-04-25 2012-09-19 北京市三一重机有限公司 Pile construction method and pile casings
CN102677658B (en) * 2012-04-25 2015-10-28 北京市三一重机有限公司 hole pile construction method
CN115899442A (en) * 2022-12-08 2023-04-04 中交第四航务工程局有限公司 Newly-built river channel strides across oil gas pipeline and encapsulates protection device
CN115899442B (en) * 2022-12-08 2023-09-15 中交第四航务工程局有限公司 Protection device is sealed to new construction river course span oil gas pipeline

Also Published As

Publication number Publication date
BE663872A (en) 1965-09-01
CH466997A (en) 1968-12-31
NL6506137A (en) 1965-11-15

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