JPS5612423A - Construction of underground continuous wall - Google Patents

Construction of underground continuous wall

Info

Publication number
JPS5612423A
JPS5612423A JP8646179A JP8646179A JPS5612423A JP S5612423 A JPS5612423 A JP S5612423A JP 8646179 A JP8646179 A JP 8646179A JP 8646179 A JP8646179 A JP 8646179A JP S5612423 A JPS5612423 A JP S5612423A
Authority
JP
Japan
Prior art keywords
shaft
excavated
underground continuous
continuous wall
members
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
JP8646179A
Other languages
Japanese (ja)
Inventor
Sachio Masuzawa
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.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi 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 Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP8646179A priority Critical patent/JPS5612423A/en
Publication of JPS5612423A publication Critical patent/JPS5612423A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To reliably construct an underground continuous wall at large depth having an excellent excavation accuracy by excavating vertical shafts between guide members having coupling means and placed vertically in a plurality of shaft holes made at given intervals, and placing reinforced concrete in the shafts.
CONSTITUTION: In the direction of the construction of an underground continuous wall 10, a plurality of shaft holes 12 are excavated to a given depth being filled with muddy water. Into each hole 12, a guide member 14 having a coupling means 18 and a plurality of locking boxes 16 are inserted. Then, hardening material 20 capable of being excavated and having water cut-off ability is provided between the members 14 and the wall of the holes 12. Then, between each pair of members 14 adjacent to each other, a shaft 22 of a given depth is excavated along the extension of each side 14d, and all of the boxes 16 on the excavated side of each member 14 are extracted. After a caged reinforcement 24 long enough for both its ends to reach and overlap each coupling member 18 is inserted into each shaft 22, concrete 26 is placed in the shaft 22 by using a tremie pipe to construct the objective underground continuous wall 10.
COPYRIGHT: (C)1981,JPO&Japio
JP8646179A 1979-07-10 1979-07-10 Construction of underground continuous wall Pending JPS5612423A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8646179A JPS5612423A (en) 1979-07-10 1979-07-10 Construction of underground continuous wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8646179A JPS5612423A (en) 1979-07-10 1979-07-10 Construction of underground continuous wall

Publications (1)

Publication Number Publication Date
JPS5612423A true JPS5612423A (en) 1981-02-06

Family

ID=13887583

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8646179A Pending JPS5612423A (en) 1979-07-10 1979-07-10 Construction of underground continuous wall

Country Status (1)

Country Link
JP (1) JPS5612423A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58117128A (en) * 1981-12-30 1983-07-12 Masato Ohori Construction of sheathing wall by master sheet pile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58117128A (en) * 1981-12-30 1983-07-12 Masato Ohori Construction of sheathing wall by master sheet pile

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