JPS57130621A - Construction of underground wall - Google Patents

Construction of underground wall

Info

Publication number
JPS57130621A
JPS57130621A JP1477981A JP1477981A JPS57130621A JP S57130621 A JPS57130621 A JP S57130621A JP 1477981 A JP1477981 A JP 1477981A JP 1477981 A JP1477981 A JP 1477981A JP S57130621 A JPS57130621 A JP S57130621A
Authority
JP
Japan
Prior art keywords
cylinders
pit
underground wall
pits
concrete
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
JP1477981A
Other languages
Japanese (ja)
Inventor
Shigehiko Takahashi
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1477981A priority Critical patent/JPS57130621A/en
Publication of JPS57130621A publication Critical patent/JPS57130621A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ

Abstract

PURPOSE:To easily construct an underground wall by a method in which cylinders are inserted and arranged in mutually contacting manner in a pit, foundation piles are driven into the cylinders, and concrete is placed while drawing cylinders out of the pit. CONSTITUTION:A pit h is excavated under the ground, a cylinder A is inserted into the pit h, the next pit h is excavated in contact with the first pit h, and a cylinder A is inserted into the piy h. These operations are orderly repeated to align plural cylinders A in mutually contacting manner. Then, foundation piles B are driven into the cylinders A, iron bars C are put in the cylinders A as needed, and while drawing the cylinders A out of the pits h, concrete is poured into the pits h through a pipe P. Thus, concrete placed into pits h is intefrally and continuously hardened to form an underground wall D.
JP1477981A 1981-02-03 1981-02-03 Construction of underground wall Pending JPS57130621A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1477981A JPS57130621A (en) 1981-02-03 1981-02-03 Construction of underground wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1477981A JPS57130621A (en) 1981-02-03 1981-02-03 Construction of underground wall

Publications (1)

Publication Number Publication Date
JPS57130621A true JPS57130621A (en) 1982-08-13

Family

ID=11870534

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1477981A Pending JPS57130621A (en) 1981-02-03 1981-02-03 Construction of underground wall

Country Status (1)

Country Link
JP (1) JPS57130621A (en)

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