JPS55161116A - Constructing method for cut-off/sheathing wall by benoto pile excavator - Google Patents

Constructing method for cut-off/sheathing wall by benoto pile excavator

Info

Publication number
JPS55161116A
JPS55161116A JP6960479A JP6960479A JPS55161116A JP S55161116 A JPS55161116 A JP S55161116A JP 6960479 A JP6960479 A JP 6960479A JP 6960479 A JP6960479 A JP 6960479A JP S55161116 A JPS55161116 A JP S55161116A
Authority
JP
Japan
Prior art keywords
casing
pier
hardening agent
concrete
outside peripheral
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
JP6960479A
Other languages
Japanese (ja)
Other versions
JPS601451B2 (en
Inventor
Masamitsu Kikuchi
Mitsutoshi Sato
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP6960479A priority Critical patent/JPS601451B2/en
Publication of JPS55161116A publication Critical patent/JPS55161116A/en
Publication of JPS601451B2 publication Critical patent/JPS601451B2/en
Expired legal-status Critical Current

Links

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Abstract

PURPOSE: To unnecessitate such considerations involved in the conventional methods such as the use of a setting retarder and the continuous construction of unhardened piles at the time of overlapping between a new pier and precast pier, by a method wherein the outside peripheral portion of a pier is composed of two kinds of layers covered with soft material, in a secant piling method.
CONSTITUTION: An inner casing 2 is inserted into a casing tube 1, a soft hardening agent 4 having water cutting-off property such as soil concrete is placed in the space around the outside peripheral surface of the inner casing 2, and the tube 1 is drawn out. Then, concrete is placed in the casing 2, and the casing is drawn out. As a result, a pile is obtained which comprises a concrete pier (CP)5 covered on its outside peripheral surface with a soft hardening agent 4. Since the CP5 is hardened with the inner casing 2 as a form, it has no outward projection. Therefore, the cutting of the hardening agent 4 for overlapping the piles in the form of a column row is conducted without any obstruction.
COPYRIGHT: (C)1980,JPO&Japio
JP6960479A 1979-06-04 1979-06-04 Water stop mountain stop wall construction method using Benoto pile excavator Expired JPS601451B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6960479A JPS601451B2 (en) 1979-06-04 1979-06-04 Water stop mountain stop wall construction method using Benoto pile excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6960479A JPS601451B2 (en) 1979-06-04 1979-06-04 Water stop mountain stop wall construction method using Benoto pile excavator

Publications (2)

Publication Number Publication Date
JPS55161116A true JPS55161116A (en) 1980-12-15
JPS601451B2 JPS601451B2 (en) 1985-01-14

Family

ID=13407601

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6960479A Expired JPS601451B2 (en) 1979-06-04 1979-06-04 Water stop mountain stop wall construction method using Benoto pile excavator

Country Status (1)

Country Link
JP (1) JPS601451B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5252157A (en) * 1989-05-01 1993-10-12 Central Plastics Company Electrothermal fusion of large diameter pipes by electric heating wire wrapping and sleeve connector
JP2013127189A (en) * 2011-12-19 2013-06-27 Takenaka Komuten Co Ltd Lattice ground improvement body, impervious wall, and construction method for the same
CN105970972A (en) * 2016-06-21 2016-09-28 中铁第四勘察设计院集团有限公司 Novel secant pile supporting structure and construction method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6987559B2 (en) * 2017-07-20 2022-01-05 株式会社技研製作所 Construction method of continuous underground wall and steel pipe pile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5252157A (en) * 1989-05-01 1993-10-12 Central Plastics Company Electrothermal fusion of large diameter pipes by electric heating wire wrapping and sleeve connector
JP2013127189A (en) * 2011-12-19 2013-06-27 Takenaka Komuten Co Ltd Lattice ground improvement body, impervious wall, and construction method for the same
CN105970972A (en) * 2016-06-21 2016-09-28 中铁第四勘察设计院集团有限公司 Novel secant pile supporting structure and construction method thereof

Also Published As

Publication number Publication date
JPS601451B2 (en) 1985-01-14

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