JPS641826A - Lay-out method of wide-headed pile - Google Patents

Lay-out method of wide-headed pile

Info

Publication number
JPS641826A
JPS641826A JP15529287A JP15529287A JPS641826A JP S641826 A JPS641826 A JP S641826A JP 15529287 A JP15529287 A JP 15529287A JP 15529287 A JP15529287 A JP 15529287A JP S641826 A JPS641826 A JP S641826A
Authority
JP
Japan
Prior art keywords
pile
wide
headed
welding
anchor bolt
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
JP15529287A
Other languages
Japanese (ja)
Other versions
JPH011826A (en
Inventor
Yukio Fujioka
Hiroshi Ikeda
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP15529287A priority Critical patent/JPS641826A/en
Publication of JPS641826A publication Critical patent/JPS641826A/en
Publication of JPH011826A publication Critical patent/JPH011826A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To eliminate the manufacturing process of footing made of reinforced concrete on the upper part of a pile and to reduce the time and the cost of construction by welding a wide head section to a lower-pile.
CONSTITUTION: A hollow lower-pile 1 with an opening thereon is driven into the ground until a specific depth under the ground level. Then, a steel pipe pile 2 diametral enough to have a plane space necessary for laying out of anchor bolt, etc., so that the gap between the tip section could be filled up and the lower pile 1 is fitted to the upper end surface of the lower pile 1, and a contact surface with the lower pile 1 is connected by welding to form a wide-headed pile. Further, an arrangement of bars 3 and anchor bolt 4 are set to the wide- headed pile, and, concrete 7 placed, as necessary.
COPYRIGHT: (C)1989,JPO&Japio
JP15529287A 1987-06-24 1987-06-24 Lay-out method of wide-headed pile Pending JPS641826A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15529287A JPS641826A (en) 1987-06-24 1987-06-24 Lay-out method of wide-headed pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15529287A JPS641826A (en) 1987-06-24 1987-06-24 Lay-out method of wide-headed pile

Publications (2)

Publication Number Publication Date
JPS641826A true JPS641826A (en) 1989-01-06
JPH011826A JPH011826A (en) 1989-01-06

Family

ID=15602705

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15529287A Pending JPS641826A (en) 1987-06-24 1987-06-24 Lay-out method of wide-headed pile

Country Status (1)

Country Link
JP (1) JPS641826A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003020657A (en) * 2001-07-06 2003-01-24 Taisei Corp Structure of connection part between pile and pile head structural body
JP2013174119A (en) * 2012-01-23 2013-09-05 Nippon Steel & Sumitomo Metal Shape steel pile and construction method for the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003020657A (en) * 2001-07-06 2003-01-24 Taisei Corp Structure of connection part between pile and pile head structural body
JP4684479B2 (en) * 2001-07-06 2011-05-18 大成建設株式会社 Structure of the connection between the pile and the pile head structure
JP2013174119A (en) * 2012-01-23 2013-09-05 Nippon Steel & Sumitomo Metal Shape steel pile and construction method for the same

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