ES343087A1 - A cast in situ Foundation Pile - Google Patents

A cast in situ Foundation Pile

Info

Publication number
ES343087A1
ES343087A1 ES343087A ES343087A ES343087A1 ES 343087 A1 ES343087 A1 ES 343087A1 ES 343087 A ES343087 A ES 343087A ES 343087 A ES343087 A ES 343087A ES 343087 A1 ES343087 A1 ES 343087A1
Authority
ES
Spain
Prior art keywords
shaft body
filler material
inner core
cast
pile
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
ES343087A
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.)
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 ES343087A1 publication Critical patent/ES343087A1/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
    • E02D5/72—Pile shoes
    • 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
    • E02D5/50—Piles comprising both precast concrete portions and concrete portions cast 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
    • E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes

Abstract

A foundation pile comprises an outer layer of a flowable liquid settable compound 4 cast in situ and an inner core composed at least in part of a filler material which may be or may include concrete. In the embodiment illustrated the inner core is formed in the inner space of a sleeve-like shaft body 2 which is filled with filler material during pile driving, after ramming or during the withdrawal of the shaft body. The liquid settable compound 4 may be thin cement mortar preferably supplied under pressure, or cement mortar or settable plastics material and the filler material may be concrete or sand. The pile tip 1 is of greater width than the shaft body 2 and in this embodiment it remains in the ground. In another embodiment the sleevelike shaft body has an open fixed wide pile tip and the whole assembly remains in the ground, the accumulated soil being removed prior to formation of the inner core. In a further embodiment a prefabricated pillar inserted in the sleeve-like shaft forms the core.
ES343087A 1965-11-04 1967-07-15 A cast in situ Foundation Pile Expired ES343087A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEM0067168 1965-11-04

Publications (1)

Publication Number Publication Date
ES343087A1 true ES343087A1 (en) 1968-08-16

Family

ID=7312086

Family Applications (1)

Application Number Title Priority Date Filing Date
ES343087A Expired ES343087A1 (en) 1965-11-04 1967-07-15 A cast in situ Foundation Pile

Country Status (9)

Country Link
JP (1) JPS5212484B1 (en)
AT (4) AT305153B (en)
BE (1) BE689278A (en)
CH (1) CH466815A (en)
DE (1) DE1634470A1 (en)
DK (1) DK129062B (en)
ES (1) ES343087A1 (en)
GB (1) GB1160905A (en)
NL (1) NL6615517A (en)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2113748B (en) * 1982-01-22 1985-07-10 Cementation Frankipile Limited Piles
GB2129471A (en) * 1982-10-20 1984-05-16 Int Des Pieux Armes Frankignou Installation of piles
GB2190413A (en) * 1986-05-15 1987-11-18 Brown John Eng Constr Support element and the fixing thereof in a substratum
GB2238567B (en) * 1989-12-01 1994-02-16 Bicc Plc Foundation piles
NL193908C (en) * 1992-02-12 2001-02-05 Waal Technology & Consultancy Foundation pile with widened base.
AT398100B (en) * 1992-03-16 1994-09-26 Thalmeier Georg METHOD AND DEVICE FOR LINING A SHAFT, IN PARTICULAR A FOUNTAIN SHAFT
FI111405B (en) * 1998-12-14 2003-07-15 Rautaruukki Oyj Concrete pipe pile and piling method
NL1018792C2 (en) * 2001-08-21 2003-02-24 Colijn Beheer Bv Pile driving method by sinking tube, involves introducing liquid between outside of tube and ground via pipe inside tube
GB0211169D0 (en) * 2002-05-16 2002-06-26 Roxbury Ltd Improvements in or relating to piles
NL1025577C2 (en) * 2004-02-26 2005-08-29 Konink Bam Groep Nv In situ foundation pile formation, lubricating agent is applied to outside of pipe used to cast concrete
CN101492915A (en) * 2009-02-12 2009-07-29 李小红 High-strength ripple glaze casing tube foundation pile
JP6246599B2 (en) * 2014-01-10 2017-12-13 株式会社奈良重機工事 Ground reinforcement method using small-diameter concrete cast-in-place pile.
CN106703023B (en) * 2017-01-09 2019-01-25 浙江双和环境建设有限公司 A kind of four wing prefabricated pile of hydraulic paddle type mill and its construction method
PL240319B1 (en) * 2018-03-02 2022-03-14 Przed Inzynieryjne Imb Podbeskidzie Spolka Z Ograniczona Odpowiedzialnoscia Method and the head that enable simultaneous cement and concrete injection intended for production of the displacement piles
CN112609685B (en) * 2020-12-08 2022-08-23 江苏大学 Concrete pipe pile system suitable for soft soil foundation and construction method thereof
CN112523200B (en) * 2020-12-18 2022-10-11 郑州大学综合设计研究院有限公司 Integrated tubular pile
CN113279395A (en) * 2021-06-11 2021-08-20 隋付仁 High-grouting-slurry-body built-in prestressed concrete pile construction process
CN114808908A (en) * 2022-05-07 2022-07-29 泰安众科建材有限公司 Method for reinforcing soft foundation based on medium-high carbon steel wire mesh

Also Published As

Publication number Publication date
AT286883B (en) 1970-12-28
DE1634470A1 (en) 1970-10-29
BE689278A (en) 1967-04-14
GB1160905A (en) 1969-08-06
DK129062B (en) 1974-08-12
AT305153B (en) 1973-02-12
CH466815A (en) 1968-12-15
AT306649B (en) 1973-04-25
JPS5212484B1 (en) 1977-04-07
AT298355B (en) 1972-05-10
NL6615517A (en) 1967-05-05

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