ES374713A1 - Elongated element to be driven into the ground together with a shoe - Google Patents

Elongated element to be driven into the ground together with a shoe

Info

Publication number
ES374713A1
ES374713A1 ES374713A ES374713A ES374713A1 ES 374713 A1 ES374713 A1 ES 374713A1 ES 374713 A ES374713 A ES 374713A ES 374713 A ES374713 A ES 374713A ES 374713 A1 ES374713 A1 ES 374713A1
Authority
ES
Spain
Prior art keywords
shoe
tube
driven
pipes
pipe
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
ES374713A
Other languages
Spanish (es)
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.)
Tot Aanneming Van Werken Voorheen HJ Nederhorst NV
Original Assignee
Tot Aanneming Van Werken Voorheen HJ Nederhorst NV
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
Priority claimed from NL6818364A external-priority patent/NL154799B/en
Priority claimed from NL6910827A external-priority patent/NL154573B/en
Application filed by Tot Aanneming Van Werken Voorheen HJ Nederhorst NV filed Critical Tot Aanneming Van Werken Voorheen HJ Nederhorst NV
Publication of ES374713A1 publication Critical patent/ES374713A1/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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/24—Prefabricated piles
    • E02D5/32—Prefabricated piles with arrangements for setting or assisting in setting in position by fluid jets
    • 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
    • E02D7/18—Placing by vibrating
    • 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
    • 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
    • E02D7/26—Placing by using several means simultaneously

Abstract

A mould tube 1 for a concrete pile that is to be cast in situ is furnished with a looselyfitting shoe 2 and a plurality of pipes 3 extending longitudinally thereof and fixed to its outer surface, each pipe having a nozzle 6 with an oblique outlet-channel 7. While the tube is being driven by vibration a pressurized fluid e.g. water, is fed through the pipes to loosen earth beneath the shoe. When necessary e.g. while the shoe is in soft ground or during the initial driving stage, the supply of fluid is cut off, particles of earth being prevented from entering each pipe by either a non-return valve 8 or a porous sleeve, Fig. 3 (not shown). The tube 1 is subsequently removed. The invention is said to be applicable to a prefabricated pile.
ES374713A 1968-12-20 1969-12-19 Elongated element to be driven into the ground together with a shoe Expired ES374713A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL6818364A NL154799B (en) 1968-12-20 1968-12-20 ELEMENT, FITTED TO BE ENTERED INTO THE GROUND, PARTICULARLY TO BE VIBRATED INTO THE GROUND.
NL6910827A NL154573B (en) 1969-07-15 1969-07-15 METHOD OF INSERTING, IN PARTICULAR VIBRATION INTO THE GROUND, OF AN ELEMENT, SUCH AS A FOUNDATION POLE, OR A PIPE FOR FORMING A CONCRETE FOUNDATION POLE INTO THE GROUND.

Publications (1)

Publication Number Publication Date
ES374713A1 true ES374713A1 (en) 1972-04-16

Family

ID=26644380

Family Applications (1)

Application Number Title Priority Date Filing Date
ES374713A Expired ES374713A1 (en) 1968-12-20 1969-12-19 Elongated element to be driven into the ground together with a shoe

Country Status (7)

Country Link
US (1) US3630036A (en)
BE (1) BE742510A (en)
DE (1) DE1963720C3 (en)
ES (1) ES374713A1 (en)
FR (1) FR2026742A1 (en)
GB (1) GB1242959A (en)
MY (1) MY7300403A (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54155607A (en) * 1978-04-06 1979-12-07 Hisaharu Nakashima Method of pile driving construction to base rock
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.
US6446365B1 (en) 2000-09-15 2002-09-10 Vermeer Manufacturing Company Nozzle mount for soft excavation
US6751893B2 (en) 2000-09-15 2004-06-22 Vermeer Manufacturing Company Nozzle mount for soft excavation
US6561115B2 (en) * 2001-04-02 2003-05-13 The United States Of America As Represented By The Secretary Of The Navy Anchor insertion device
DE10337127B4 (en) * 2003-04-16 2012-03-08 Harald Gollwitzer Gmbh Post for insertion into a subsoil or subsoil
US8365839B2 (en) * 2010-02-17 2013-02-05 Bijan Danesh Substantially simultaneous core containment, core retrieval and borehole abatement

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1831209A (en) * 1927-11-02 1931-11-10 Western Foundation Company Method of and apparatus for making cast-in-place piles
US2555359A (en) * 1947-11-12 1951-06-05 Louis S Wertz Pile structure and method of making same
US2662603A (en) * 1950-06-02 1953-12-15 Edwin E Jones Well deepening apparatus
US2600150A (en) * 1950-11-09 1952-06-10 Standard Oil Dev Co Well screen
US3166132A (en) * 1961-06-22 1965-01-19 Halliburton Co Grouting tool

Also Published As

Publication number Publication date
DE1963720C3 (en) 1979-03-29
GB1242959A (en) 1971-08-18
DE1963720A1 (en) 1970-07-16
BE742510A (en) 1970-05-14
MY7300403A (en) 1973-12-31
FR2026742A1 (en) 1970-09-18
US3630036A (en) 1971-12-28
DE1963720B2 (en) 1978-07-13

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