US3886754A - Method of extending augered pile cavity through rock or like obstruction - Google Patents

Method of extending augered pile cavity through rock or like obstruction Download PDF

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Publication number
US3886754A
US3886754A US383454A US38345473A US3886754A US 3886754 A US3886754 A US 3886754A US 383454 A US383454 A US 383454A US 38345473 A US38345473 A US 38345473A US 3886754 A US3886754 A US 3886754A
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United States
Prior art keywords
rock
auger
drill
cavity
hollow
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Expired - Lifetime
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US383454A
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English (en)
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Lee A Turzillo
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Priority to US383454A priority Critical patent/US3886754A/en
Priority to CA192,954A priority patent/CA999151A/en
Priority to GB1262974A priority patent/GB1439292A/en
Priority to JP49084685A priority patent/JPS5071109A/ja
Application granted granted Critical
Publication of US3886754A publication Critical patent/US3886754A/en
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    • 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
    • E02D5/36—Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
    • 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

Definitions

  • a clear passage is provided through the shaft thereof and a rock drill on the end of a hollow shaft, generally referred to by the trade as a Kelley-bar," may be lowered through the auger shaft until cutting teeth on the rock drill encounter the rock formation.
  • the rock drill is operated to cut into the rock and thereby form therein a hole of requisite depth, and of smaller diameter than the cavity formed in the earth.
  • the drilled rock particles may be removed from the hole drilled in the rock in various ways, including by jetting water and/or air down the rock drill shaft to convey the rock particles up along the space between the rock drill and the wall of the auger shaft, to be disposed of at the upper end of the auger shaft in known manner.
  • a tierod, tension member, or elongated reinforcing means may be placed down the rock drill shaft, to extend to the bottom of the rock cavity.
  • the rock drill then may be withdrawn from the rock cavity while feeding fluid self-hardening cementitious material through the rock drill shaft, progressively to fill the rock cavity around the rod or like means centered in the rock cavity.
  • the fluid cementitious material may be pumped through the auger shaft, into the rock cavity. after withdrawal of the Kelly-bar and after said placement of a tie-rod, tension member, or elongated reinforcing means to extend into the rock cavity.
  • the large auger may be rotated in screwing direction to remove the earth retained in flighting of the same. and thereby to form the larger earth cavityv Simultaneously with gradual withdrawal of said auger a similar self-hardenablc cementitious material may be pumped or fed, either down the auger shaft or through the rock drill shaft, progressively to fill the. formed earth cavity to requisite upward extent. to have a tie-rod. tension member or re inforcing means.
  • An object of the, present invention is to provide a method and means for forming a concrete columnar body in an earth situs, including provision of an effective and efficient way to continue installation of the columnar body to requisite effective depth upon encountering rockformation in the earth situs.
  • Another object of the invention is to provide a method and means, of the character. described utilizing a hollow-shafted auger and a rock drill affixed on a shaft operable through the auger shaft, and by which a rock cavity can be accurately drilled in a manner capable of serving as a guide passage for ready retraction of the rock drill from the rock cavity upwardly into the auger shaft.
  • FIG. 1 is a fragmentary vertical cross-section, partly broken away, of the lower end of an auger within an auger which has been drilled into the earth of a situs to define a cavity therein before encountering a rock formation.
  • FIG. 2 is a fragmentary crosssection corresponding to FIG. 1, illustrating a condition in which a hollowshafted rock drill has been operated axially through the hollow shaft of the larger auger to drill a cavity of selective depth in the rock formation to be aligned with the passage through the auger shaft, and also illustrating positioning of an elongated rod through the hollow drill shaft.
  • FIG. 3 is a view corresponding to FIG. 2, but with the large auger and the rock drill removed from the situs, and after steps of feeding self-hardening cementitious material into the rock cavity and the larger earth cavity with elongated rod anchoringly positioned therein.
  • FIG. 4 is a bottom end view of the rock drill bit, illustrating centered aperture means therein for passage of the elongated rod from the drill shaft into the drilled cavities.
  • the apparatus 10 suitable for practicing the method of the invention, to produce a concrete pile body initially may include a relatively large, continuous flight hollow-shafted, sectional auger 11 adapted to be rotatably mounted on a vertically movable carriage (not shown) of a drilling rig of known type.
  • the hollow shaft ll of auger 12 may have a smaller auger l3 axially and rotatably received therein, to be axially operated to move a bit or closure member 14 between open and closed positions as for passage of material to or from the pile cavity.
  • a suitable drilling rig for variously using this auger within an auger type of drilling equipment is exemplified in Turzillo US. Pat. No. 3,604,214.
  • the rock drill may be withdrawn, without rotation. while feeding selfhardenable fluid cementitious material, such as cement mortar. either through the drill rod 16 into the rock cavity until the rock drill is withdrawn into the auger shaft 11 or through the-auger shaft after removal of the drill rod therefrom. Withdrawal of the rock drill from the rock cavity into the auger shaft 11 may be facilitated by the bit 15 having a plurality of cutting blades 15 15,, each provided with a straight, radially outwardly presented, edge 17 of substantial axial extent which by engagement with the rock cavity wall during withdrawal of the drill 16, serves to guide the bit 15 axially into the auger shaft 12.
  • the auger 12 may then be simultaneously axially withdrawn and rotated, in screwing direction, thereby to remove the augered earth from the earth cavity L while simultaneously filling the same with self-hardenable cementitious material to form a unitary concrete column 20, anchored to and supported by the rock formation R.
  • a tie-rod, tension element, or other rigid elongated member 21 may be placed or dropped through the rock drill shaft 16, or the auger shaft 11, as the case may be, subsequently to be axially centered in the pile body R, for strong anchoring connection thereto, as shown in FIG. 3, upon hardening of said cementitious material.
  • the rock drill or Kelley-bar 15 can be rotated with the auger until the rock formation is engaged by the rock drill cutters 15,,.
  • the rock drill would then be operated as previously described to drill down through the rock, ahead of the auger, to form the rock cavity S for grouting in steel or like metal uprights, tie-backs, tension members, and the like.
  • a method of forming a pile or like column in an earth situs including a rock-like formation comprising the steps of screwing a hollow-shafted, spiral-flighted auger axially into the earth of the situs to drill a cavity therein to a depth encountering the rock formation; operating a hollow-shafted rock drill through the hollow shaft of the auger.
  • such hollow shaft of such rock drill having an outer diameter substantially less than the inner diameter of the auger shaft, and such drill bit including peripherally spaced rock cutting blades and guide means including axially extending edges on the blades of substantial axial extent having an outer diameter slightly less than the inner diameter of such auger shaft which engage the rock cavity wall and extend into the auger shaft during withdrawal of the rock drill to guide the drill bit from the cavity extension axially into the hollow shaft auger: and feeding pressurized, self-hardenable, fluid material into the cavity and cavity extension to form a columnar body.

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  • 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)
  • Earth Drilling (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)
US383454A 1973-07-27 1973-07-27 Method of extending augered pile cavity through rock or like obstruction Expired - Lifetime US3886754A (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
US383454A US3886754A (en) 1973-07-27 1973-07-27 Method of extending augered pile cavity through rock or like obstruction
CA192,954A CA999151A (en) 1973-07-27 1974-02-19 Method of extending augered pile cavity through rock or like obstruction
GB1262974A GB1439292A (en) 1973-07-27 1974-03-21 Mehtod of forming a colomnar body in a situs including a rock- like or smiilar obstruction pow
JP49084685A JPS5071109A (enrdf_load_stackoverflow) 1973-07-27 1974-07-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US383454A US3886754A (en) 1973-07-27 1973-07-27 Method of extending augered pile cavity through rock or like obstruction

Publications (1)

Publication Number Publication Date
US3886754A true US3886754A (en) 1975-06-03

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US383454A Expired - Lifetime US3886754A (en) 1973-07-27 1973-07-27 Method of extending augered pile cavity through rock or like obstruction

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US (1) US3886754A (enrdf_load_stackoverflow)
JP (1) JPS5071109A (enrdf_load_stackoverflow)
CA (1) CA999151A (enrdf_load_stackoverflow)
GB (1) GB1439292A (enrdf_load_stackoverflow)

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4023325A (en) * 1975-11-11 1977-05-17 Paverman Grisha H Load bearing reinforced ground slab
US4533279A (en) * 1983-05-12 1985-08-06 Fundemantum B.V. Method for making a foundation pile
DE3728270A1 (de) * 1987-08-25 1989-06-01 Klemm Bohrtech Verfahren und vorrichtung zur herstellung von betonpfaehlen im boden
AT392517B (de) * 1988-11-03 1991-04-25 Sauer Gerhard Ing Dr Verfahren und vorrichtung zur absicherung von nicht bzw. maessig standfesten kohaesionslosen bis leicht kohaesiven geologischen formationen
US5131790A (en) * 1991-07-08 1992-07-21 The Dow Chemical Company Method and apparatus for installation of an outer-cased piling
BE1004389A3 (nl) * 1989-08-14 1992-11-10 Smet Boring Nv Werkwijze en inrichting voor het in de grond bevestigen van ankers, nagels en gelijkaardige wapeningen.
US5259702A (en) * 1991-07-08 1993-11-09 The Dow Chemical Company Method for installation of an outer-cased piling
US5919005A (en) * 1997-07-02 1999-07-06 Integrated Stabilzation Technologies Inc. Ground anchor device for penetrating an underground rock formation
US6368021B1 (en) * 1998-05-16 2002-04-09 Liberty Offshore, Ltd. Pile and method for installing same
FR2820155A1 (fr) * 2001-02-01 2002-08-02 Cie Du Sol Procede et machine pour la realisation de pieux fores en terrain dur
US6478512B2 (en) 2000-04-11 2002-11-12 Compagnie Du Sol Machine for making bored piles
US6659691B1 (en) * 2002-07-08 2003-12-09 Richard M. Berry Pile array assembly system for reduced soil liquefaction
US20080083565A1 (en) * 2005-02-28 2008-04-10 Roussy Raymond J Method of geothermal loop installation
US20090065255A1 (en) * 2005-02-28 2009-03-12 Roussy Raymond J Method and system for installing geothermal transfer apparatuses with a sonic drill
US20090211811A1 (en) * 2008-02-22 2009-08-27 Roussy Raymond J Method and system for installing geothermal transfer apparatuses with a sonic drill and a removable or retrievable drill bit
US20090214299A1 (en) * 2008-02-22 2009-08-27 Roussy Raymond J Method and system for installing geothermal heat exchangers, micropiles, and anchors using a sonic drill and a removable or retrievable drill bit
US20100040419A1 (en) * 2005-02-28 2010-02-18 Roussy Raymond Method and system for installing micropiles with a sonic drill
US20100155141A1 (en) * 2005-02-28 2010-06-24 Roussy Raymond Method and system for installing geothermal transfer apparatuses with a sonic drill
CN102071683A (zh) * 2011-02-15 2011-05-25 中交第四公路工程局有限公司 水钻挖孔桩施工方法
CN105274994A (zh) * 2015-11-06 2016-01-27 中煤科工集团西安研究院有限公司 在深厚饱水砂层中防倒吸防沉淀的注浆工艺及注浆装置
US20160108597A1 (en) * 2014-10-21 2016-04-21 Alternative Energy Development Corp. Pile installation without extraction
US9624638B2 (en) * 2014-10-01 2017-04-18 Soletanche Freyssinet Machine and a method for making columns in ground
US10227748B2 (en) * 2015-04-09 2019-03-12 Jaron Lyell Mcmillan Tooth attachment for a drill and a drill incorporating the same
US12091830B2 (en) 2019-04-08 2024-09-17 Tudor Saidel Construction method and device for execution of a cast in-situ pile with multiple diameters decreasing with depth

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2162567A (en) * 1984-07-27 1986-02-05 Pilecon Engineering Sdn Bhd A pile construction

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1654600A (en) * 1926-08-02 1928-01-03 Owen Yerkes Method of constructing caissons
US1681883A (en) * 1923-10-26 1928-08-21 George B Sipe Method of producing and placing piles
US1805265A (en) * 1926-02-17 1931-05-12 Raymond Concrete Pile Co Screw conveyer pile
US3499293A (en) * 1968-11-20 1970-03-10 Taisei Corp Method and apparatus for forming underground construction in situ
US3604214A (en) * 1968-08-16 1971-09-14 Lee A Turzillo Means and method of making columnar structures in situ
US3690109A (en) * 1970-03-16 1972-09-12 Lee A Turzillo Method and means for producing pile or like structural columns in situ
US3815368A (en) * 1973-07-19 1974-06-11 L Turzillo Method for installing concrete anchor piles in situ

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1681883A (en) * 1923-10-26 1928-08-21 George B Sipe Method of producing and placing piles
US1805265A (en) * 1926-02-17 1931-05-12 Raymond Concrete Pile Co Screw conveyer pile
US1654600A (en) * 1926-08-02 1928-01-03 Owen Yerkes Method of constructing caissons
US3604214A (en) * 1968-08-16 1971-09-14 Lee A Turzillo Means and method of making columnar structures in situ
US3499293A (en) * 1968-11-20 1970-03-10 Taisei Corp Method and apparatus for forming underground construction in situ
US3690109A (en) * 1970-03-16 1972-09-12 Lee A Turzillo Method and means for producing pile or like structural columns in situ
US3815368A (en) * 1973-07-19 1974-06-11 L Turzillo Method for installing concrete anchor piles in situ

Cited By (41)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4023325A (en) * 1975-11-11 1977-05-17 Paverman Grisha H Load bearing reinforced ground slab
US4533279A (en) * 1983-05-12 1985-08-06 Fundemantum B.V. Method for making a foundation pile
DE3728270A1 (de) * 1987-08-25 1989-06-01 Klemm Bohrtech Verfahren und vorrichtung zur herstellung von betonpfaehlen im boden
AT392517B (de) * 1988-11-03 1991-04-25 Sauer Gerhard Ing Dr Verfahren und vorrichtung zur absicherung von nicht bzw. maessig standfesten kohaesionslosen bis leicht kohaesiven geologischen formationen
BE1004389A3 (nl) * 1989-08-14 1992-11-10 Smet Boring Nv Werkwijze en inrichting voor het in de grond bevestigen van ankers, nagels en gelijkaardige wapeningen.
US5259702A (en) * 1991-07-08 1993-11-09 The Dow Chemical Company Method for installation of an outer-cased piling
US5131790A (en) * 1991-07-08 1992-07-21 The Dow Chemical Company Method and apparatus for installation of an outer-cased piling
US5919005A (en) * 1997-07-02 1999-07-06 Integrated Stabilzation Technologies Inc. Ground anchor device for penetrating an underground rock formation
US6368021B1 (en) * 1998-05-16 2002-04-09 Liberty Offshore, Ltd. Pile and method for installing same
US6536993B2 (en) 1998-05-16 2003-03-25 Liberty Offshore, Ltd. Pile and method for installing same
US6478512B2 (en) 2000-04-11 2002-11-12 Compagnie Du Sol Machine for making bored piles
FR2820155A1 (fr) * 2001-02-01 2002-08-02 Cie Du Sol Procede et machine pour la realisation de pieux fores en terrain dur
US6659691B1 (en) * 2002-07-08 2003-12-09 Richard M. Berry Pile array assembly system for reduced soil liquefaction
US20100124462A1 (en) * 2005-02-28 2010-05-20 Roussy Raymond J Method and system for installing geothermal transfer apparatuses with a sonic drill
US8002502B2 (en) 2005-02-28 2011-08-23 Raymond J. Roussy Method and system for installing cast-in-place concrete piles with a sonic drill
US8210281B2 (en) 2005-02-28 2012-07-03 Roussy Raymond Method and system for installing geothermal transfer apparatuses with a sonic drill
US8136611B2 (en) 2005-02-28 2012-03-20 Roussy Raymond Method and system for installing micropiles with a sonic drill
US8132631B2 (en) 2005-02-28 2012-03-13 Roussy Raymond J Method of geothermal loop installation
US7647988B2 (en) 2005-02-28 2010-01-19 Raymond J. Roussy Method and system for installing geothermal transfer apparatuses with a sonic drill
US20100040419A1 (en) * 2005-02-28 2010-02-18 Roussy Raymond Method and system for installing micropiles with a sonic drill
US20080083565A1 (en) * 2005-02-28 2008-04-10 Roussy Raymond J Method of geothermal loop installation
US20100155141A1 (en) * 2005-02-28 2010-06-24 Roussy Raymond Method and system for installing geothermal transfer apparatuses with a sonic drill
US20090065255A1 (en) * 2005-02-28 2009-03-12 Roussy Raymond J Method and system for installing geothermal transfer apparatuses with a sonic drill
US20090211811A1 (en) * 2008-02-22 2009-08-27 Roussy Raymond J Method and system for installing geothermal transfer apparatuses with a sonic drill and a removable or retrievable drill bit
CN102016218A (zh) * 2008-02-22 2011-04-13 雷蒙德·J·罗西 采用声频钻进和可去除或回收式钻头安装地热交换装置、桩基换热器、混凝土桩、微型桩和固定锚的方法与系统
US7891440B2 (en) 2008-02-22 2011-02-22 Roussy Raymond J Method and system for installing geothermal transfer apparatuses with a sonic drill and a removable or retrievable drill bit
US8074740B2 (en) 2008-02-22 2011-12-13 Roussy Raymond J Method and system for installing cast-in-place concrete piles with a sonic drill and a removable or retrievable drill bit
US8118115B2 (en) 2008-02-22 2012-02-21 Roussy Raymond J Method and system for installing geothermal heat exchangers, micropiles, and anchors using a sonic drill and a removable or retrievable drill bit
WO2009103149A1 (en) 2008-02-22 2009-08-27 Roussy Raymond J A method and system for installing geothermal heat exchangers, energy piles, concrete piles, micropiles, and anchors using a sonic drill and a removable or retrievable drill bit
US20090214299A1 (en) * 2008-02-22 2009-08-27 Roussy Raymond J Method and system for installing geothermal heat exchangers, micropiles, and anchors using a sonic drill and a removable or retrievable drill bit
US20110100713A1 (en) * 2008-02-22 2011-05-05 Roussy Raymond J Method and system for installing geothermal transfer apparatuses with a sonic drill and a removable or retrievable drill bit
EP3239453A1 (en) * 2008-02-22 2017-11-01 Raymond J. Roussy A method and system for installing geothermal heat exchangers, energy piles, concrete piles, micropiles, and anchors using a sonic drill and a removable or retrievable drill bit
EP2247816A4 (en) * 2008-02-22 2013-10-09 Raymond J Roussy METHOD AND SYSTEM FOR INSTALLING GEOTHERMIC HEAT EXCHANGERS, ENERGY PACKS, CONCRETE CARBONES, MICROPHILES AND ANCHORS ON THE BASIS OF A SOUND DRILL AND A REMOVABLE OR REPAIRABLE DRILLING CROWN
CN102071683A (zh) * 2011-02-15 2011-05-25 中交第四公路工程局有限公司 水钻挖孔桩施工方法
US9624638B2 (en) * 2014-10-01 2017-04-18 Soletanche Freyssinet Machine and a method for making columns in ground
US9399852B2 (en) * 2014-10-21 2016-07-26 Alternative Energy Development Corp. Pile installation without extraction
US20160108597A1 (en) * 2014-10-21 2016-04-21 Alternative Energy Development Corp. Pile installation without extraction
US10227748B2 (en) * 2015-04-09 2019-03-12 Jaron Lyell Mcmillan Tooth attachment for a drill and a drill incorporating the same
CN105274994B (zh) * 2015-11-06 2017-06-09 中煤科工集团西安研究院有限公司 在深厚饱水砂层中防倒吸防沉淀的注浆工艺及注浆装置
CN105274994A (zh) * 2015-11-06 2016-01-27 中煤科工集团西安研究院有限公司 在深厚饱水砂层中防倒吸防沉淀的注浆工艺及注浆装置
US12091830B2 (en) 2019-04-08 2024-09-17 Tudor Saidel Construction method and device for execution of a cast in-situ pile with multiple diameters decreasing with depth

Also Published As

Publication number Publication date
JPS5071109A (enrdf_load_stackoverflow) 1975-06-12
GB1439292A (en) 1976-06-16
CA999151A (en) 1976-11-02

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