JPH0449319A - Execution of extra small pile - Google Patents

Execution of extra small pile

Info

Publication number
JPH0449319A
JPH0449319A JP15951090A JP15951090A JPH0449319A JP H0449319 A JPH0449319 A JP H0449319A JP 15951090 A JP15951090 A JP 15951090A JP 15951090 A JP15951090 A JP 15951090A JP H0449319 A JPH0449319 A JP H0449319A
Authority
JP
Japan
Prior art keywords
pile
pile center
execution
extra small
center
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
JP15951090A
Other languages
Japanese (ja)
Inventor
Takehiro Horikiri
Original Assignee
Daiwa House Ind Co Ltd
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 Daiwa House Ind Co Ltd filed Critical Daiwa House Ind Co Ltd
Priority to JP15951090A priority Critical patent/JPH0449319A/en
Publication of JPH0449319A publication Critical patent/JPH0449319A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To eliminate vibration in the case of the execution of an extra small pile by pulling an external pipe after the press-fit of the pile center into the ground is made, loading a cap on the upper end of the pile center, and delivering mortar, cement milk, etc. into the pile center to impregnate the ground with them through holes.
CONSTITUTION: An external pipe 6 is fitted to the peripheral surface of the pile center 2 of a pipe having a bottom plate 3 to close the bottom and having a plurality of holes 4 on the side wall thereof, and the entering of earth into the pile center 2 from the holes 4 is prevented. for example, an extra small pipe having a small diameter of approximate 60mm is used for the pile center 2, the external pipe 6 is pulled out after the press-fit of the pile center into the ground is easily made with pressure having no vibration, and a cap 5 is loaded on the upper end of the pile center 2 to deliver mortar, cement milk, etc. into the pile center 2. In addition, they are impregnated into the ground through the holes 4 on the sid wall, and an impregnation section 7 is formed to complete the execution of the extra small pile. According to the constitution, the vibration in the case of the execution of the extra small pile can be eliminated.
COPYRIGHT: (C)1992,JPO&Japio
JP15951090A 1990-06-18 1990-06-18 Execution of extra small pile Pending JPH0449319A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15951090A JPH0449319A (en) 1990-06-18 1990-06-18 Execution of extra small pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15951090A JPH0449319A (en) 1990-06-18 1990-06-18 Execution of extra small pile

Publications (1)

Publication Number Publication Date
JPH0449319A true JPH0449319A (en) 1992-02-18

Family

ID=15695352

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15951090A Pending JPH0449319A (en) 1990-06-18 1990-06-18 Execution of extra small pile

Country Status (1)

Country Link
JP (1) JPH0449319A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020084646A (en) * 2001-05-04 2002-11-09 허진구 Method of Constructing Piles in Civil Engineering Works
JP2010037864A (en) * 2008-08-07 2010-02-18 Fujita Corp Cast-in-place pile and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020084646A (en) * 2001-05-04 2002-11-09 허진구 Method of Constructing Piles in Civil Engineering Works
JP2010037864A (en) * 2008-08-07 2010-02-18 Fujita Corp Cast-in-place pile and construction method

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