US3851490A - Construction pile having fluid injection means - Google Patents

Construction pile having fluid injection means Download PDF

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Publication number
US3851490A
US3851490A US00347977A US34797773A US3851490A US 3851490 A US3851490 A US 3851490A US 00347977 A US00347977 A US 00347977A US 34797773 A US34797773 A US 34797773A US 3851490 A US3851490 A US 3851490A
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United States
Prior art keywords
nozzle
pile
water
fittings
conduit
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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 - Lifetime
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US00347977A
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English (en)
Inventor
K Matsushita
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.)
Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Publication date
Application filed by Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
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Publication of US3851490A publication Critical patent/US3851490A/en
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    • 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

Definitions

  • First fluid spray nozzle means including a plurality of radially inwardly and downwardly directed nozzle openings provided at one end of said body, conduit means provided in said body for supplying water under pressure to said first nozzle means, second nozzle means provided in said body and including a plurality of radially inwardly directed nozzle openings, and conduit means provided in said body for supplying pressurized air to said second nozzle means, whereby the pile can be driven into earth by discharging water under pressure through said first nozzle means to form a bore through which the pile can be advanced with a minimum resistance, and simultaneously discharging pressurized air through said second nozzle means to agitate fluid entrapped in said pile so as to prevent the interior of the pile from being clogged by soil.
  • the present invention relates to a construction pile and more particularly to a construction pile which can be driven into earth with minimum noise and vibration.
  • a noise and vibration free pile driving is distinguishable from a conventional method, in that a pile is not mechanically driven as by hammer means but it is driven into the earth by its own weight or by using additional weight means or hydraulic press means.
  • a pile is not mechanically driven as by hammer means but it is driven into the earth by its own weight or by using additional weight means or hydraulic press means.
  • the soil beneath the lower end of the pile is continuously removed by spraying water or air under pressure.
  • the pile is usually of a hollow cylindrical configuration and the supply of pressurized water or air is made through the hollow interior of the pile.
  • Afurther object of the present invention is to elimi nate the aforementionedproblems of prior art by providing a.construction pile having meansfor preventing the hollow interiorof the pile from'be'ing clogged by loosened soil.
  • Still further object of the present invention is to provide a construction pile having fluid discharge nozzle :means provided therein for discharging fluid under pressure'in said pile to agitate the soil therein and thus prevent the soil'from blocking the interior of the pile.
  • FIG. 1 is a fragmentary vertical sectional view of a 7 construction pile according to one embodiment of the .present invention
  • FIG. 2 is a cross-sectional view of the pile shown in as steel.
  • a plurality of nozzle fittings 2 each having nozzle openings 3a and 3b
  • the nozzle opening 3a is directed radially inwardly of the pile body 1 and the nozzle
  • said first nozzle means includes a plurality of nozzle openings disposed along the whole periphery of said oneend of the body and'the openings are directed radially inwardly and preferably slightly downwardly.
  • water is discharged under pressure through said first nozzle means so as to form a bore in the earth opening.
  • each of the nozzle fittings 2 is connected with a water conduit 6 which isdisposed along the inner'wall surface of the pile body 1.
  • each conduit 6 is connected with a source of pressurized water so that water can be discharged under pressure. through the nozzle openings 3a and 3b in the nozzle fittings 2.
  • a suitable number of air con-' duits. 10 are also disposed along the inner wall surface of the pile body 1.
  • Each of the air supply conduits vl0 has a lower end closed by a plug 11 and has a suitable number of nozzle openings 10 which are directed radially inwardly of the pile body L
  • Each of the conduit 10 is also connected with a suitable source of pressurized air.
  • sprayed air servesto agitate the mixture of soil and water in the pile body 1 to form a turbulence flow therein.
  • the removed soil is prevented from accummulating on the inner wall surface of thepile body 1 and clogging the interior of the body.
  • water may be discharged only through selected one or ones of the nozzle fittings 2 in accordance with the soil condition.
  • the construction pile includes a hollow cylindrical body 21.
  • a suitable number of nozzle fittings 22 are disposed at the lower end of the pile body 21 as in the first embodiment.
  • Each of the nozzle fittings 22 has a radially inwardly directed nozzle opening 23a and a downwardly directed nozzle opening 23b.
  • the nozzle fittings 22 are connected through corresponding number of water pipes 24 to a common manifold ring 25 which is in turn connected through a water conduit 26 to a suitable source of pressurized water (not shown).
  • a pair of nozzle rings 27 each having a plurality of radially inwardly directed nozzle openings 28.
  • the nozzle rings 27 are connected by a vertical air pipe 29 and the upper nozzle ring is connected through an air supply conduit 30 to a suitable source of pressurized compressed air.
  • the operation of the embodiment is substantially similar to that of the previous embodiment so that it will not be necessary to repeat again.
  • the second embodiment is advantageous over the previous embodiment in that separate water conduits 24 can be of smaller lengths and that only two long conduits are required in the arrangement.
  • a construction pile comprising a hollow cylindrical body; first water spray nozzle means provided at the bottom end of said body and including a plurality of nozzle fittings disposed along the whole periphery of said bottom end, each of said nozzle fittings having a radially inwardly directed nozzle opening and an axially downwardly directed nozzle opening; a water supply means forsupplying pressurized water to said first nozzle means including a common manifold ring disposed within said body at the upper side of said nozzle fittings, a plurality of water pipes for connecting said manifold ring with said nozzle fittings respectively, and a water conduit for connecting said manifold ring with a suit able source of pressurized water on the ground; an air nozzle means provided within said body and including at least one tubular ring disposed adjacent the cylindrical inner surface thereof and connected together with the adjacent one by a conduit, each of said rings having a plurality of radially inwardly directed nozzle openings disposed along the whole range of said ring and at angularly spaced relationships
  • a construction pile comprising a hollow cylindrical body; first water spray nozzle means provided at the bottom end of said body and including a plurality of nozzle fittings disposed along the whole periphery of said bottom end, each of said nozzle fittings having a radially inwardly directed nozzle opening and an axially downwardly directed nozzle opening; a water supply conduit means connected to each of said nozzle fittings for supplying pressurized water thereto and disposed adjacent the inner surface of said body extending axially therethrough; an air nozzle means provided within said body and including a plurality of conduit pipes axially extending adjacent the inner surface of said body therethrough, each of said conduit pipes being provided with at least one nozzle opening directed radially inwardly and being closed at its bottom end and connected at its upper end to a source of pressurized air on the ground.

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  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
US00347977A 1972-07-28 1973-04-04 Construction pile having fluid injection means Expired - Lifetime US3851490A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP47076256A JPS5217646B2 (el) 1972-07-28 1972-07-28

Publications (1)

Publication Number Publication Date
US3851490A true US3851490A (en) 1974-12-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
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US (1) US3851490A (el)
JP (1) JPS5217646B2 (el)
GB (1) GB1388656A (el)

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4057969A (en) * 1975-07-03 1977-11-15 Soletanche Method and device for obtaining a water-tight shield in the soil with the use of nozzles
FR2421993A1 (fr) * 1978-04-06 1979-11-02 Toa Harbor Works Co Ltd Procede d'enfoncement de pieux
US4260284A (en) * 1978-06-07 1981-04-07 Dhv Raadgevend Ingenieursbureau Bv Filter tube for drain purposes
US4304507A (en) * 1979-10-15 1981-12-08 Hiroichi Sato Method for producing a continuous wall
EP0056635A2 (en) * 1981-01-19 1982-07-28 Pipe Technology Systems, Inc. Pile installation and removal mechanisms in off-shore rigs and method of using same
US4343570A (en) * 1980-02-06 1982-08-10 Myer Ii Charles R Self-driving support assembly
US4624606A (en) * 1985-03-12 1986-11-25 N.I.T. Co., Ltd. Foundation improvement process and apparatus thereof
US4624327A (en) * 1984-10-16 1986-11-25 Flowdril Corporation Method for combined jet and mechanical drilling
US4667750A (en) * 1985-07-24 1987-05-26 Gas Research Institute Vibratory earth penetrator with synchronized air lance control
EP0293584A1 (de) * 1987-06-02 1988-12-07 Bauer Spezialtiefbau GmbH Bohrvorrichtung für ein Hochdruck-Injektions-Bohrverfahren
US4909323A (en) * 1989-05-30 1990-03-20 Hastings James E L Grouting well pipe
US5399056A (en) * 1993-08-26 1995-03-21 Chemical Grouting Co., Ltd. Method for controlling a final pile diameter in a cast-in-place of solidification pile
EP0897034A1 (en) * 1997-08-14 1999-02-17 Institute of Marine Biology of Creta Integrated system for the automatic implantation of metal tubes in sedimentary seabeds
WO2001051716A1 (en) * 2000-01-13 2001-07-19 Dae Yang Geotechnic Pte. Ltd. Apparatus for extracting a pile
EP1342851A1 (de) * 2002-03-08 2003-09-10 BVV Spezialtiefbautechnik Vertriebs GmbH Verfahren und Vorrichtung zur Herstellung einer Bodenbetonwand
US20060038221A1 (en) * 2004-08-21 2006-02-23 Samsung Electronics Co., Ltd. Antiferromagnetic/paramagnetic resistive device, non-volatile memory and method for fabricating the same
EP1630298A1 (de) * 2004-08-23 2006-03-01 BAUER Maschinen GmbH Verfahren und Schlitzwandfräsvorrichtung zum Herstellen einer Schlitzwand im Boden
EP1937899A1 (en) * 2005-09-21 2008-07-02 GLASS, James O. Method and apparatus for inserting sheet piles within highly resistant earth formations
US20100232888A1 (en) * 2009-03-10 2010-09-16 Bret Kreis Pole Setting Device And System
WO2015035198A1 (en) 2013-09-05 2015-03-12 Geopier Foundation Company, Inc. Apparatuses for constructing displacement aggregate piers
DE102017104879A1 (de) 2017-03-08 2018-09-13 Hans Böck Gmbh & Co. Verfahren, Vorrichtung und Verwendung der Vorrichtung zum Verankern eines vertikalen Bauteils in einem Bohrloch
US11136738B2 (en) * 2019-03-29 2021-10-05 The Trout Group, Inc. Structural sheet spur
US20230220649A1 (en) * 2020-06-02 2023-07-13 Jiangxi Jiye Science And Technology Group Co, Ltd. Self-sinking-type deep foundation pit retaining wall structure and construction method for underground space structure

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51109A (ja) * 1974-06-20 1976-01-05 Kajima Corp Daikokeikuitainochikomikoho oyobi korenishosurupairotsutogui
JPS5310510A (en) * 1976-07-15 1978-01-31 Kahee Shimomura Method of sinking small diameter well
JPS5310506A (en) * 1976-07-15 1978-01-31 Kawashima Hideo Method of and apparatus for embedding pile while successively ejecting highhpressure waterrjet
JPS5938427A (ja) * 1982-08-25 1984-03-02 Hitachi Zosen Corp 筒状構造物の設置方法
GB2256216B (en) * 1991-05-25 1995-10-18 Galliford Pipeline Services Li Apparatus suitable for deepening a hole in the ground
JP5181239B2 (ja) * 2008-05-19 2013-04-10 新日鐵住金株式会社 鋼管杭および鋼管杭の施工方法
WO2014203858A1 (ja) * 2013-06-19 2014-12-24 新日鐵住金株式会社 鋼管杭及び鋼管杭の施工法
JP7017423B2 (ja) * 2017-02-01 2022-02-08 株式会社技研製作所 回転圧入鋼管杭の流体噴射装置及び鋼管杭の回転圧入工法
JP7302585B2 (ja) * 2020-12-18 2023-07-04 Ｊｆｅスチール株式会社 鋼管杭及び該鋼管杭の施工方法、該鋼管杭の設計方法、該鋼管杭の製造方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1065229A (en) * 1912-08-31 1913-06-17 Elmer F Estes Boring or excavating apparatus.
US1493651A (en) * 1923-07-07 1924-05-13 Charles H Swenson Excavating system
US1905643A (en) * 1931-10-14 1933-04-25 Al Johnson Construction Co Apparatus for sinking bodies such as caissons and piles
US2354936A (en) * 1941-12-15 1944-08-01 Emma C Bignell Apparatus for sinking piles

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1065229A (en) * 1912-08-31 1913-06-17 Elmer F Estes Boring or excavating apparatus.
US1493651A (en) * 1923-07-07 1924-05-13 Charles H Swenson Excavating system
US1905643A (en) * 1931-10-14 1933-04-25 Al Johnson Construction Co Apparatus for sinking bodies such as caissons and piles
US2354936A (en) * 1941-12-15 1944-08-01 Emma C Bignell Apparatus for sinking piles

Cited By (33)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4057969A (en) * 1975-07-03 1977-11-15 Soletanche Method and device for obtaining a water-tight shield in the soil with the use of nozzles
FR2421993A1 (fr) * 1978-04-06 1979-11-02 Toa Harbor Works Co Ltd Procede d'enfoncement de pieux
US4257722A (en) * 1978-04-06 1981-03-24 Toa Harbor Works Co., Ltd. Pile driving method
US4260284A (en) * 1978-06-07 1981-04-07 Dhv Raadgevend Ingenieursbureau Bv Filter tube for drain purposes
US4304507A (en) * 1979-10-15 1981-12-08 Hiroichi Sato Method for producing a continuous wall
US4343570A (en) * 1980-02-06 1982-08-10 Myer Ii Charles R Self-driving support assembly
EP0056635A3 (en) * 1981-01-19 1982-08-04 Pipe Technology Systems, Inc. Pile installation and removal mechanisms in off-shore rigs and method of using same
EP0056635A2 (en) * 1981-01-19 1982-07-28 Pipe Technology Systems, Inc. Pile installation and removal mechanisms in off-shore rigs and method of using same
US4624327A (en) * 1984-10-16 1986-11-25 Flowdril Corporation Method for combined jet and mechanical drilling
US4691790A (en) * 1984-10-16 1987-09-08 Flowdril Corporation Method and apparatus for removing the inner conduit from a dual passage drill string
US4624606A (en) * 1985-03-12 1986-11-25 N.I.T. Co., Ltd. Foundation improvement process and apparatus thereof
US4667750A (en) * 1985-07-24 1987-05-26 Gas Research Institute Vibratory earth penetrator with synchronized air lance control
EP0293584A1 (de) * 1987-06-02 1988-12-07 Bauer Spezialtiefbau GmbH Bohrvorrichtung für ein Hochdruck-Injektions-Bohrverfahren
US4909323A (en) * 1989-05-30 1990-03-20 Hastings James E L Grouting well pipe
US5399056A (en) * 1993-08-26 1995-03-21 Chemical Grouting Co., Ltd. Method for controlling a final pile diameter in a cast-in-place of solidification pile
GR970100318A (el) * 1997-08-14 1999-04-30 Συστημα αυτοματης εμφυτευσης μεταλλινων σωληνων σε θαλασσιους ιζηματογενεις πυθμενες
EP0897034A1 (en) * 1997-08-14 1999-02-17 Institute of Marine Biology of Creta Integrated system for the automatic implantation of metal tubes in sedimentary seabeds
WO2001051716A1 (en) * 2000-01-13 2001-07-19 Dae Yang Geotechnic Pte. Ltd. Apparatus for extracting a pile
EP1342851A1 (de) * 2002-03-08 2003-09-10 BVV Spezialtiefbautechnik Vertriebs GmbH Verfahren und Vorrichtung zur Herstellung einer Bodenbetonwand
US20060038221A1 (en) * 2004-08-21 2006-02-23 Samsung Electronics Co., Ltd. Antiferromagnetic/paramagnetic resistive device, non-volatile memory and method for fabricating the same
EP1630298A1 (de) * 2004-08-23 2006-03-01 BAUER Maschinen GmbH Verfahren und Schlitzwandfräsvorrichtung zum Herstellen einer Schlitzwand im Boden
US7476057B2 (en) 2004-08-23 2009-01-13 Bauer Maschinen Gmbh Method and trench wall cutting device for making a trench wall in the soil
EP1937899A1 (en) * 2005-09-21 2008-07-02 GLASS, James O. Method and apparatus for inserting sheet piles within highly resistant earth formations
EP1937899A4 (en) * 2005-09-21 2009-10-14 James O Glass METHOD AND DEVICE FOR INSERTING SPUNBOULES IN HIGHLY RESISTANT EARTH INFORMATION
US20100232888A1 (en) * 2009-03-10 2010-09-16 Bret Kreis Pole Setting Device And System
WO2015035198A1 (en) 2013-09-05 2015-03-12 Geopier Foundation Company, Inc. Apparatuses for constructing displacement aggregate piers
US20160208452A1 (en) * 2013-09-05 2016-07-21 Geopier Foundation Company, Inc. Apparatuses for constructing displacement aggregate piers
US10655294B2 (en) * 2013-09-05 2020-05-19 Geopier Foundation Company, Inc. Apparatuses for constructing displacement aggregate piers
US12000106B2 (en) 2013-09-05 2024-06-04 Geopier Foundation Company, Inc. Apparatuses for constructing displacement aggregate piers
DE102017104879A1 (de) 2017-03-08 2018-09-13 Hans Böck Gmbh & Co. Verfahren, Vorrichtung und Verwendung der Vorrichtung zum Verankern eines vertikalen Bauteils in einem Bohrloch
US11136738B2 (en) * 2019-03-29 2021-10-05 The Trout Group, Inc. Structural sheet spur
US20230220649A1 (en) * 2020-06-02 2023-07-13 Jiangxi Jiye Science And Technology Group Co, Ltd. Self-sinking-type deep foundation pit retaining wall structure and construction method for underground space structure
US11965304B2 (en) * 2020-06-02 2024-04-23 Jiangxi Jiye Science And Technology Group Co, Ltd. Self-sinking-type deep foundation pit retaining wall structure and construction method for underground space structure

Also Published As

Publication number Publication date
GB1388656A (en) 1975-03-26
JPS5217646B2 (el) 1977-05-17
JPS4933410A (el) 1974-03-27

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