JPS6311716A - Construction of pile - Google Patents

Construction of pile

Info

Publication number
JPS6311716A
JPS6311716A JP15462186A JP15462186A JPS6311716A JP S6311716 A JPS6311716 A JP S6311716A JP 15462186 A JP15462186 A JP 15462186A JP 15462186 A JP15462186 A JP 15462186A JP S6311716 A JPS6311716 A JP S6311716A
Authority
JP
Japan
Prior art keywords
pile
hammer
ground
concrete
struck
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
JP15462186A
Other languages
Japanese (ja)
Inventor
Nakamasa Murakami
Chikao Watabe
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.)
Mitani Sekisan Co Ltd
Original Assignee
Mitani Sekisan 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 Mitani Sekisan Co Ltd filed Critical Mitani Sekisan Co Ltd
Priority to JP15462186A priority Critical patent/JPS6311716A/en
Publication of JPS6311716A publication Critical patent/JPS6311716A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To form a pile foundation having high bearing forces without noise by a method in which a pile consisting of an upper steel tubular pile and a lower concrete pile is penetrated into the ground, and the lower pile is struck by a hammer inserted into the upper pile.
CONSTITUTION: An upper steel tubular pile 6a and a lower concrete pile 6b are vertically connected with each other to form a pile 6. An earth auger is inserted into the pile 6 to drive the pile 6 to a given depth into the ground. A hammer 10 is inserted into the pile 6a, a sound-proof cover 15 is put on the upper end opening of the pile 6a, and the upper end of the pile 6b is struck by the hammer 10 to penetrate the lower end of the pile 6b into the bearing ground. The hammer 10 is removed, and concrete 16 is placed into the pile 6a as needed. The pile foundation having great bearing capacity can thus be formed without noise pollution.
COPYRIGHT: (C)1988,JPO&Japio
JP15462186A 1986-07-01 1986-07-01 Construction of pile Pending JPS6311716A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15462186A JPS6311716A (en) 1986-07-01 1986-07-01 Construction of pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15462186A JPS6311716A (en) 1986-07-01 1986-07-01 Construction of pile

Publications (1)

Publication Number Publication Date
JPS6311716A true JPS6311716A (en) 1988-01-19

Family

ID=15588183

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15462186A Pending JPS6311716A (en) 1986-07-01 1986-07-01 Construction of pile

Country Status (1)

Country Link
JP (1) JPS6311716A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102392447A (en) * 2011-09-19 2012-03-28 苏州予力再生建材有限公司 Given force variable stiffness discrete material pile ramming and expanding machine and application thereof
CN103821146A (en) * 2014-02-12 2014-05-28 杭州建工集团有限责任公司 Pile detonating and cutting construction process for PC (prestressed concrete) tubular piles

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5262914A (en) * 1975-11-17 1977-05-24 Nippon Concrete Ind Co Ltd Execution method of piles
JPS57193622A (en) * 1981-05-22 1982-11-29 Kubota Ltd Driving method of composite pile and used composite pile therefor

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5262914A (en) * 1975-11-17 1977-05-24 Nippon Concrete Ind Co Ltd Execution method of piles
JPS57193622A (en) * 1981-05-22 1982-11-29 Kubota Ltd Driving method of composite pile and used composite pile therefor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102392447A (en) * 2011-09-19 2012-03-28 苏州予力再生建材有限公司 Given force variable stiffness discrete material pile ramming and expanding machine and application thereof
CN103821146A (en) * 2014-02-12 2014-05-28 杭州建工集团有限责任公司 Pile detonating and cutting construction process for PC (prestressed concrete) tubular piles

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