EP3647497A3 - Method and apparatus for arranging a foundation pile in the ground - Google Patents

Method and apparatus for arranging a foundation pile in the ground Download PDF

Info

Publication number
EP3647497A3
EP3647497A3 EP19206532.4A EP19206532A EP3647497A3 EP 3647497 A3 EP3647497 A3 EP 3647497A3 EP 19206532 A EP19206532 A EP 19206532A EP 3647497 A3 EP3647497 A3 EP 3647497A3
Authority
EP
European Patent Office
Prior art keywords
drill head
tube
grout
soil material
soil
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.)
Pending
Application number
EP19206532.4A
Other languages
German (de)
French (fr)
Other versions
EP3647497A2 (en
Inventor
Adrianus Verhoef
Reijer Willem Lehmann
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.)
Verhoef Funderingstechnieken Bv
Original Assignee
Verhoef Funderingstechnieken Bv
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 Verhoef Funderingstechnieken Bv filed Critical Verhoef Funderingstechnieken Bv
Publication of EP3647497A2 publication Critical patent/EP3647497A2/en
Publication of EP3647497A3 publication Critical patent/EP3647497A3/en
Pending 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
    • E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
    • 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
    • E02D5/42—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds by making use of pressure liquid or pressure gas for compacting the concrete
    • 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
    • E02D7/26—Placing by using several means simultaneously
    • 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
    • E02D5/44—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Piles And Underground Anchors (AREA)

Abstract

Method for arranging a foundation pile in a soil, comprising the following steps:
- providing a tube assembly comprising a tube having a tube center line, the tube forming an interior space, wherein a drill head is attached at the distal end or introduction end of the tube, wherein the drill head is provided with at least one cutter, wherein the drill head is provided with at least one passage that opens to the outside and is capable of being brought into fluid communication with the interior space,
- introducing the tube with the rotating drill head at the lower end into the soil, according to an introduction track, wherein the cutter of the rotating drill head dislodges soil material,
- during at least one first section of the introduction track via the interior space pressing grout towards the passage in the drill blade at a first pressure,
- pressing the grout out of the passage to enable the grout to mix with the soil material, in particular sandy soil material, dislodged by the drill head,
- characterized in that, the relative displacement of grout or mixture of grout with soil material is limited in proximal direction by a cross-plate or transverse flange that is attached near the distal end of the tube assembly, in particular to the drill head, and extends around the tube assembly, said cross-plate or transverse flange extending substantially radially to the outside relative to the tube center line, and being situated at the proximal side of the drill head.
EP19206532.4A 2018-11-01 2019-10-31 Method and apparatus for arranging a foundation pile in the ground Pending EP3647497A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL2021918 2018-11-01

Publications (2)

Publication Number Publication Date
EP3647497A2 EP3647497A2 (en) 2020-05-06
EP3647497A3 true EP3647497A3 (en) 2020-06-10

Family

ID=68840844

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19206532.4A Pending EP3647497A3 (en) 2018-11-01 2019-10-31 Method and apparatus for arranging a foundation pile in the ground

Country Status (2)

Country Link
EP (1) EP3647497A3 (en)
NL (1) NL2024129B1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111894452A (en) * 2020-07-27 2020-11-06 中交路桥建设有限公司 Combined drilling method for end-bearing pile of aeolian sand deep-covering tuff stratum
CN111894451A (en) * 2020-07-27 2020-11-06 中交路桥建设有限公司 Rotary drilling pile foundation construction method for stratum combining aeolian sand, sand gravel and gravel
CN113309074B (en) * 2021-05-12 2022-11-25 海南省农垦设计院有限公司 A foundation ditch fender pile for building energy-saving engineering
CN114411455A (en) * 2021-11-26 2022-04-29 同济大学 Fully-prefabricated assembled tramcar pile plate structure roadbed and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3354657A (en) * 1965-05-03 1967-11-28 Lee A Turzillo Method for installing anchoring or supporting columns in situ
JPS5792218A (en) * 1980-11-29 1982-06-08 Marugo Kiso Kogyo Kk Laying work of ready-made pile
JP2010126975A (en) * 2008-11-27 2010-06-10 Chiyoda Geotech Co Ltd Rotatingly penetrated steel pipe and method of using the same
KR101135163B1 (en) * 2011-06-10 2012-04-16 (주)세안종합건설 Grout injection and replacement device and the soft ground foundation concrete pile using the same method
KR20140039589A (en) * 2012-09-24 2014-04-02 최성희 Pile with reinforced tip

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3354657A (en) * 1965-05-03 1967-11-28 Lee A Turzillo Method for installing anchoring or supporting columns in situ
JPS5792218A (en) * 1980-11-29 1982-06-08 Marugo Kiso Kogyo Kk Laying work of ready-made pile
JP2010126975A (en) * 2008-11-27 2010-06-10 Chiyoda Geotech Co Ltd Rotatingly penetrated steel pipe and method of using the same
KR101135163B1 (en) * 2011-06-10 2012-04-16 (주)세안종합건설 Grout injection and replacement device and the soft ground foundation concrete pile using the same method
KR20140039589A (en) * 2012-09-24 2014-04-02 최성희 Pile with reinforced tip

Also Published As

Publication number Publication date
NL2024129B1 (en) 2020-09-22
NL2024129A (en) 2020-05-14
EP3647497A2 (en) 2020-05-06

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Inventor name: LEHMANN, REIJER WILLEM

Inventor name: VERHOEF, ADRIANUS