JPS646411A - Connecting work of underground continuous wall - Google Patents

Connecting work of underground continuous wall

Info

Publication number
JPS646411A
JPS646411A JP16206287A JP16206287A JPS646411A JP S646411 A JPS646411 A JP S646411A JP 16206287 A JP16206287 A JP 16206287A JP 16206287 A JP16206287 A JP 16206287A JP S646411 A JPS646411 A JP S646411A
Authority
JP
Japan
Prior art keywords
pit
excavated
concrete
reinforcing bar
bar cage
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
JP16206287A
Other languages
Japanese (ja)
Other versions
JPH0432171B2 (en
Inventor
Takeo Morita
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.)
Tekken Corp
Original Assignee
Tekken 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 Tekken Corp filed Critical Tekken Corp
Priority to JP16206287A priority Critical patent/JPS646411A/en
Publication of JPS646411A publication Critical patent/JPS646411A/en
Publication of JPH0432171B2 publication Critical patent/JPH0432171B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE:To construct a strong continuous wall by a method in which a pit is excavated in the ground, a tube incorporated with a reinforcing bar cage is inserted into the pit, concrete is placed to construct a column, the ground between the columns is excavated, a reinforcing bar cage is set to fix the columns, and concrete is placed. CONSTITUTION:A preceding pit 8 is excavated in the ground, and a reinforcing bar cage 4 consisting of a main column beam 6, hoops 7, and main beams 5 is set in the pit 8. A steel tube 2 having a pipe 3 with slits on its periphery is inserted into the pit 8 and concrete is placed to construct a column A. A following pit 11 is excavated connectedly to the pit 8, a reinforcing bar cage 12 consisting of main beams 13, hoops 15, vertical beams 14 and horizontal beams is inserted into the pit 11 and fixed to the pipe 3 through coupler rods 19, and concrete is placed to form a wall B. A strong continuous wall can thus be constructed without the projection of the columns from the wall, thus permitting the inner space to be effectively utilized.
JP16206287A 1987-06-29 1987-06-29 Connecting work of underground continuous wall Granted JPS646411A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16206287A JPS646411A (en) 1987-06-29 1987-06-29 Connecting work of underground continuous wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16206287A JPS646411A (en) 1987-06-29 1987-06-29 Connecting work of underground continuous wall

Publications (2)

Publication Number Publication Date
JPS646411A true JPS646411A (en) 1989-01-11
JPH0432171B2 JPH0432171B2 (en) 1992-05-28

Family

ID=15747365

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16206287A Granted JPS646411A (en) 1987-06-29 1987-06-29 Connecting work of underground continuous wall

Country Status (1)

Country Link
JP (1) JPS646411A (en)

Also Published As

Publication number Publication date
JPH0432171B2 (en) 1992-05-28

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