JPS5771924A - Joining of continuous underground walls - Google Patents

Joining of continuous underground walls

Info

Publication number
JPS5771924A
JPS5771924A JP14741980A JP14741980A JPS5771924A JP S5771924 A JPS5771924 A JP S5771924A JP 14741980 A JP14741980 A JP 14741980A JP 14741980 A JP14741980 A JP 14741980A JP S5771924 A JPS5771924 A JP S5771924A
Authority
JP
Japan
Prior art keywords
plate
build
joint
bar
continuous underground
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
JP14741980A
Other languages
Japanese (ja)
Inventor
Ikuo Yamaguchi
Yuko Ikuta
Haruhiko Okamoto
Shiro Toyomasu
Kiyoyoshi Sakamoto
Hiroyoshi Tagawa
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 JP14741980A priority Critical patent/JPS5771924A/en
Publication of JPS5771924A publication Critical patent/JPS5771924A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE: To raise the mechanical performance of the joint portion of continuous underground walls by combining build-up plate in a joint where no bending strength is expected with a downward "ko"(Japanese:katakana,2533)-shaped anchoring bar.
CONSTITUTION: Downward "ko"(Japanese:katakana,2533)-shaped anchoring bars 9 for lap-jointing with the cross bar of a wall are attached to be sides of a build-up plate 10 with a web length greater than the width of an iron bar cage in the joint J3 where no bending strength is expected. The build-up plate 10 serves as a cut-off plate for the boundary between construction sections a and b as well as a holder for the position of the anchoring bar 9.
COPYRIGHT: (C)1982,JPO&Japio
JP14741980A 1980-10-21 1980-10-21 Joining of continuous underground walls Pending JPS5771924A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14741980A JPS5771924A (en) 1980-10-21 1980-10-21 Joining of continuous underground walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14741980A JPS5771924A (en) 1980-10-21 1980-10-21 Joining of continuous underground walls

Publications (1)

Publication Number Publication Date
JPS5771924A true JPS5771924A (en) 1982-05-06

Family

ID=15429879

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14741980A Pending JPS5771924A (en) 1980-10-21 1980-10-21 Joining of continuous underground walls

Country Status (1)

Country Link
JP (1) JPS5771924A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100519649B1 (en) * 1998-05-07 2005-11-22 가부시키가이샤 오바야시구미 Steel reinforcing basket of underground wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100519649B1 (en) * 1998-05-07 2005-11-22 가부시키가이샤 오바야시구미 Steel reinforcing basket of underground wall

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