JPS56142923A - Construction of foundation pile and case auger used therefor - Google Patents

Construction of foundation pile and case auger used therefor

Info

Publication number
JPS56142923A
JPS56142923A JP4483380A JP4483380A JPS56142923A JP S56142923 A JPS56142923 A JP S56142923A JP 4483380 A JP4483380 A JP 4483380A JP 4483380 A JP4483380 A JP 4483380A JP S56142923 A JPS56142923 A JP S56142923A
Authority
JP
Japan
Prior art keywords
soil
pit
sand
auger
excavated
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.)
Granted
Application number
JP4483380A
Other languages
Japanese (ja)
Other versions
JPS6342046B2 (en
Inventor
Kingo Asayama
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.)
Takechi Koumusho KK
Original Assignee
Takechi Koumusho 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 Takechi Koumusho KK filed Critical Takechi Koumusho KK
Priority to JP4483380A priority Critical patent/JPS56142923A/en
Publication of JPS56142923A publication Critical patent/JPS56142923A/en
Publication of JPS6342046B2 publication Critical patent/JPS6342046B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To prevent the crumbling of the wall of a pit by a method in which the pit is excavated by a case auger whose small-diametered lower part is provided with a screw blade in such a way that no excavated soil is discharged and the wall ground of the pit is compacted.
CONSTITUTION: When the ground where a foundation pile is to be placed is excavated by a case auger A, soil and sand are pushed up by a screw blade 4 provided to the small diameter portion 1a at the lower part of the casing, part of the excavated soil and sand is compacted to some extent to the wall ground of the pit, and the soil and sand being pushed up are further compacted to the wall ground of the pit by the upper part 1b of the casing. Thus, the excavated soil and sand are partly stayed on the small diameter portion 1a and the remaining larger part of the soil and sand is compacted to the wall ground of the pit wherein being discharged to the ground's surface. When the excavation proceeds further until a given depth is reached, the auger A is turned reversely and then cement milk is injected through a nozzle 2 at the tip of the auger A, whereby the soil and sand remaining between the blades 4 go down and at the same time is disturbed and mixed with the cement milk injected by means of a disturbing blade 5 to form a soil mortar B. Then, the auger A is drawn up and a ready-made pile C is driven into.
COPYRIGHT: (C)1981,JPO&Japio
JP4483380A 1980-04-04 1980-04-04 Construction of foundation pile and case auger used therefor Granted JPS56142923A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4483380A JPS56142923A (en) 1980-04-04 1980-04-04 Construction of foundation pile and case auger used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4483380A JPS56142923A (en) 1980-04-04 1980-04-04 Construction of foundation pile and case auger used therefor

Publications (2)

Publication Number Publication Date
JPS56142923A true JPS56142923A (en) 1981-11-07
JPS6342046B2 JPS6342046B2 (en) 1988-08-19

Family

ID=12702460

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4483380A Granted JPS56142923A (en) 1980-04-04 1980-04-04 Construction of foundation pile and case auger used therefor

Country Status (1)

Country Link
JP (1) JPS56142923A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5941520A (en) * 1982-08-30 1984-03-07 Toyo Pairu Fume Kan Seisakusho:Kk Construction of foundation pile and excavator therefor
JPS60148918A (en) * 1984-01-17 1985-08-06 Nittoku Kensetsu Kk Method of building synthesized pile
JPS6110625A (en) * 1984-06-26 1986-01-18 Daido Concrete Kogyo Kk Process of settling concrete pile
JPS61134426A (en) * 1984-12-05 1986-06-21 Chiyoda Kenki Kk Method of burying pile
US7883295B2 (en) * 2008-04-10 2011-02-08 Schellhorn Verne L Method and apparatus for forming an in situ subterranean soil cement structure having a cyclonic mixing region
WO2011089666A1 (en) * 2010-01-25 2011-07-28 株式会社テノックス Method for building column replaced with hydraulic solidifying liquid material and device for constructing column replaced with hydraulic solidifying liquid material
JP2014047482A (en) * 2012-08-30 2014-03-17 Travers Corp Ground improvement device, surplus soil discharge inhibitor of ground improvement device, and ground improvement method
JP2015140610A (en) * 2014-01-30 2015-08-03 株式会社日本住宅保証検査機構 Construction apparatus for hydraulic solidification material liquid-substituted column, construction method for hydraulic solidification material liquid-substituted column, and hydraulic solidification material liquid-substituted column

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5299611A (en) * 1976-02-17 1977-08-20 Seiko Kogyo Kk Method of forming column body in subsoil
JPS53105808A (en) * 1977-02-26 1978-09-14 Teruo Koi Device for placing base pile
JPS543315A (en) * 1977-06-10 1979-01-11 Takechi Komusho Kk Method of construction of pile that horizontal force is strengthened and its device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5299611A (en) * 1976-02-17 1977-08-20 Seiko Kogyo Kk Method of forming column body in subsoil
JPS53105808A (en) * 1977-02-26 1978-09-14 Teruo Koi Device for placing base pile
JPS543315A (en) * 1977-06-10 1979-01-11 Takechi Komusho Kk Method of construction of pile that horizontal force is strengthened and its device

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5941520A (en) * 1982-08-30 1984-03-07 Toyo Pairu Fume Kan Seisakusho:Kk Construction of foundation pile and excavator therefor
JPS60148918A (en) * 1984-01-17 1985-08-06 Nittoku Kensetsu Kk Method of building synthesized pile
JPH0216815B2 (en) * 1984-01-17 1990-04-18 Nittoku Kensetsu Kk
JPS6110625A (en) * 1984-06-26 1986-01-18 Daido Concrete Kogyo Kk Process of settling concrete pile
JPS61134426A (en) * 1984-12-05 1986-06-21 Chiyoda Kenki Kk Method of burying pile
JPH0140173B2 (en) * 1984-12-05 1989-08-25 Chiyoda Kenki Kk
US7883295B2 (en) * 2008-04-10 2011-02-08 Schellhorn Verne L Method and apparatus for forming an in situ subterranean soil cement structure having a cyclonic mixing region
WO2011089666A1 (en) * 2010-01-25 2011-07-28 株式会社テノックス Method for building column replaced with hydraulic solidifying liquid material and device for constructing column replaced with hydraulic solidifying liquid material
JP2014047482A (en) * 2012-08-30 2014-03-17 Travers Corp Ground improvement device, surplus soil discharge inhibitor of ground improvement device, and ground improvement method
JP2015140610A (en) * 2014-01-30 2015-08-03 株式会社日本住宅保証検査機構 Construction apparatus for hydraulic solidification material liquid-substituted column, construction method for hydraulic solidification material liquid-substituted column, and hydraulic solidification material liquid-substituted column

Also Published As

Publication number Publication date
JPS6342046B2 (en) 1988-08-19

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