JPS5520816A - Foundation construction method - Google Patents

Foundation construction method

Info

Publication number
JPS5520816A
JPS5520816A JP9327478A JP9327478A JPS5520816A JP S5520816 A JPS5520816 A JP S5520816A JP 9327478 A JP9327478 A JP 9327478A JP 9327478 A JP9327478 A JP 9327478A JP S5520816 A JPS5520816 A JP S5520816A
Authority
JP
Japan
Prior art keywords
steel pipe
frame
steel
guide frame
foundation
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
JP9327478A
Other languages
Japanese (ja)
Inventor
Tanekiyo Nakayama
Katsumi Arakane
Yukinori Takase
Satoshi Kato
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.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries 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 Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP9327478A priority Critical patent/JPS5520816A/en
Publication of JPS5520816A publication Critical patent/JPS5520816A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To provide a method which enables the driving of steel piles at such a high accuracy to assemble thereof prior to the setting up of the guide frame affording a high water stopping effect while the withdrawal of the frame eliminates trouble-some underwater cutting.
CONSTITUTION: Steel pipes or steel pipe sheet piles are connected together to ensure water stoppage matching the shape of a foundation 6 to be erected beforehand. At the same time, a guide frame 1 in which a cut section is arranged at the portion there-inside corresponding to the lower end of the steel pipe is carried to and set up at an erection point. Running through the steel pipes of the steel pipe pile 5 smaller in the diameter than the steel pipe 2 is driven into the ground. Subsequently, water in the frame is drained and a joint reinforcement is projected at the portion where the steel pipe pile 5 is exposed from the cut of the frame 1. With the casting of the concrete, a foundation 6 is built. Thereafter, the guide frame is with-drawn to remove.
COPYRIGHT: (C)1980,JPO&Japio
JP9327478A 1978-07-31 1978-07-31 Foundation construction method Pending JPS5520816A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9327478A JPS5520816A (en) 1978-07-31 1978-07-31 Foundation construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9327478A JPS5520816A (en) 1978-07-31 1978-07-31 Foundation construction method

Publications (1)

Publication Number Publication Date
JPS5520816A true JPS5520816A (en) 1980-02-14

Family

ID=14077856

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9327478A Pending JPS5520816A (en) 1978-07-31 1978-07-31 Foundation construction method

Country Status (1)

Country Link
JP (1) JPS5520816A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579426U (en) * 1980-06-13 1982-01-18
JPS59129940U (en) * 1983-02-22 1984-08-31 新日本製鐵株式会社 Steel pipe cell structure
CN104594368A (en) * 2015-01-28 2015-05-06 泰昌建设有限公司 Bamboo raft pile oversized cofferdam and construction method for sea reclamation by adopting same
CN105040701A (en) * 2015-08-28 2015-11-11 中国水利水电第七工程局有限公司 Water spraying type distribution hopper device for lattice type steel plate pile cofferdam
CN105951861A (en) * 2016-06-24 2016-09-21 北京城建集团有限责任公司 Lateral freezing bottom-making water stop structure for underground excavated foundation pit of urban sensitive area and method
CN105951860A (en) * 2016-06-24 2016-09-21 北京城建集团有限责任公司 Slanting freezing bottom-making water stop structure for interior and side faces of underground excavated foundation pit and method
CN106120827A (en) * 2016-06-23 2016-11-16 北京城建集团有限责任公司 Freeze to make end water-bound and method inside a kind of sensitizing range, city tunneling foundation ditch

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579426U (en) * 1980-06-13 1982-01-18
JPS59129940U (en) * 1983-02-22 1984-08-31 新日本製鐵株式会社 Steel pipe cell structure
CN104594368A (en) * 2015-01-28 2015-05-06 泰昌建设有限公司 Bamboo raft pile oversized cofferdam and construction method for sea reclamation by adopting same
CN104594368B (en) * 2015-01-28 2017-01-11 泰昌建设有限公司 Bamboo raft pile oversized cofferdam and construction method for sea reclamation by adopting same
CN105040701A (en) * 2015-08-28 2015-11-11 中国水利水电第七工程局有限公司 Water spraying type distribution hopper device for lattice type steel plate pile cofferdam
CN106120827A (en) * 2016-06-23 2016-11-16 北京城建集团有限责任公司 Freeze to make end water-bound and method inside a kind of sensitizing range, city tunneling foundation ditch
CN105951861A (en) * 2016-06-24 2016-09-21 北京城建集团有限责任公司 Lateral freezing bottom-making water stop structure for underground excavated foundation pit of urban sensitive area and method
CN105951860A (en) * 2016-06-24 2016-09-21 北京城建集团有限责任公司 Slanting freezing bottom-making water stop structure for interior and side faces of underground excavated foundation pit and method

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