JPS5758725A - Burying work of precast pile and shoe - Google Patents

Burying work of precast pile and shoe

Info

Publication number
JPS5758725A
JPS5758725A JP13494180A JP13494180A JPS5758725A JP S5758725 A JPS5758725 A JP S5758725A JP 13494180 A JP13494180 A JP 13494180A JP 13494180 A JP13494180 A JP 13494180A JP S5758725 A JPS5758725 A JP S5758725A
Authority
JP
Japan
Prior art keywords
shoe
tube
steel plate
coupled
rod tube
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
JP13494180A
Other languages
Japanese (ja)
Inventor
Masao Miyake
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.)
MARUGO KISO KOGYO KK
Original Assignee
MARUGO KISO KOGYO KK
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 MARUGO KISO KOGYO KK filed Critical MARUGO KISO KOGYO KK
Priority to JP13494180A priority Critical patent/JPS5758725A/en
Publication of JPS5758725A publication Critical patent/JPS5758725A/en
Pending legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE: To bury precast piles without causing noise and vibration by rotatably providing an excavating shoe with a forced discharging means by which excavated soil is pushed out along the pile by rotation to the top of the precast pile.
CONSTITUTION: In the first place, a ringed coupling steel plate 1 is welded to the top of precast pile A, and an expansible shoe B is coupled with the steel plate 1 in such a way as to keep a fine clearance with the main steel plate 3 by a coupling hook 6. Then, the expansible shoe B is coupled with an auger rod tube C, an injection tube 14 inside the rod tube C is coupled with a discharge tube 8, and the expansible shoe B is turned by a driver D while sending water, etc., into the tip of the discharge tube 8 under pressure. Whereupon, soil and sand excavated by a cutting claw 10 is pushed up by the push-up face 7a of an excavating blade 7, and then discharged upwards gradually by the screw blade 13 of the rod tube C. After reaching a given depth, high concentrations of cement milk is injected into the excavated hole for foot protection, and only the rod tube C is recovered by reverse rotation.
COPYRIGHT: (C)1982,JPO&Japio
JP13494180A 1980-09-26 1980-09-26 Burying work of precast pile and shoe Pending JPS5758725A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13494180A JPS5758725A (en) 1980-09-26 1980-09-26 Burying work of precast pile and shoe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13494180A JPS5758725A (en) 1980-09-26 1980-09-26 Burying work of precast pile and shoe

Publications (1)

Publication Number Publication Date
JPS5758725A true JPS5758725A (en) 1982-04-08

Family

ID=15140129

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13494180A Pending JPS5758725A (en) 1980-09-26 1980-09-26 Burying work of precast pile and shoe

Country Status (1)

Country Link
JP (1) JPS5758725A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59145827A (en) * 1983-02-09 1984-08-21 Kubota Concrete Kogyo Kk Construction of underground pile
JPS60192023A (en) * 1984-03-13 1985-09-30 Kubota Ltd Burying method for foundation pile
JP2005200824A (en) * 2004-01-07 2005-07-28 Nippon Koatsu Concrete Kk Immersion method for pile and cutter plate
JP2009035872A (en) * 2007-07-31 2009-02-19 Fukuoka Kensetsu Kk Manhole pipe burying construction method
CN102767332A (en) * 2012-08-11 2012-11-07 威海市水利岩土工程有限公司 Screw pile machine and cast-in place pile construction method
US8371771B1 (en) * 2010-05-28 2013-02-12 Trendsetter Engineering, Inc. Auger anchor pile assembly and method of connecting anchor piles
JP2013231335A (en) * 2012-05-02 2013-11-14 Giken Seisakusho Co Ltd Drilling device for burying pile material and method of burying pile material
KR101502321B1 (en) * 2014-03-19 2015-03-16 대원전기 주식회사 Excavating head for rotation cut of Excavating screw

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59145827A (en) * 1983-02-09 1984-08-21 Kubota Concrete Kogyo Kk Construction of underground pile
JPH0372764B2 (en) * 1983-02-09 1991-11-19 Kubota Konkuriito Kk
JPS60192023A (en) * 1984-03-13 1985-09-30 Kubota Ltd Burying method for foundation pile
JP2005200824A (en) * 2004-01-07 2005-07-28 Nippon Koatsu Concrete Kk Immersion method for pile and cutter plate
JP4481662B2 (en) * 2004-01-07 2010-06-16 日本高圧コンクリート株式会社 Pile setting method and blade plate
JP2009035872A (en) * 2007-07-31 2009-02-19 Fukuoka Kensetsu Kk Manhole pipe burying construction method
US8371771B1 (en) * 2010-05-28 2013-02-12 Trendsetter Engineering, Inc. Auger anchor pile assembly and method of connecting anchor piles
JP2013231335A (en) * 2012-05-02 2013-11-14 Giken Seisakusho Co Ltd Drilling device for burying pile material and method of burying pile material
CN102767332A (en) * 2012-08-11 2012-11-07 威海市水利岩土工程有限公司 Screw pile machine and cast-in place pile construction method
KR101502321B1 (en) * 2014-03-19 2015-03-16 대원전기 주식회사 Excavating head for rotation cut of Excavating screw

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