JPS56111718A - Excavating method and device for continuous underground wall - Google Patents

Excavating method and device for continuous underground wall

Info

Publication number
JPS56111718A
JPS56111718A JP1395880A JP1395880A JPS56111718A JP S56111718 A JPS56111718 A JP S56111718A JP 1395880 A JP1395880 A JP 1395880A JP 1395880 A JP1395880 A JP 1395880A JP S56111718 A JPS56111718 A JP S56111718A
Authority
JP
Japan
Prior art keywords
underground wall
longitudinal hole
excavated
concrete
cast
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
JP1395880A
Other languages
Japanese (ja)
Inventor
Masuo Nomiyama
Masataka Uozumi
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP1395880A priority Critical patent/JPS56111718A/en
Publication of JPS56111718A publication Critical patent/JPS56111718A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE: To perform excavation for the underground wall without using partition tools by a method wherein a longitudinal hole equivalent to a single element is excavated at intervals, concrete is cast, later the intermediate ground is excavated and concrete is cast into the intermediate longitudinal hole.
CONSTITUTION: The intermediate ground is left unexcavated, a longitudinal hole equivalent to one element for construction of the continuous underground wall is excavated at intervals and, by direct casting of concrete to two longitudinal holes, two underground wall elements 1 and 3 are constructed. Next, while the end parts 1a and 3a of opposed inside element surfaces of mutual elements 1 and 3 are cut and both parts are thereby formed into finished end parts 1c and 3c, a longitudinal hole H is excavated between the end parts 1c and 3c in the ground between two elements 1 and 3 by the lowering motion of the main body 4 of the excavating device. Then, concrete is cast in the longitudinal hole H to form an intermediate underground wall element 2 and thus the underground walls 1W3 in a serial body are constructed.
COPYRIGHT: (C)1981,JPO&Japio
JP1395880A 1980-02-07 1980-02-07 Excavating method and device for continuous underground wall Pending JPS56111718A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1395880A JPS56111718A (en) 1980-02-07 1980-02-07 Excavating method and device for continuous underground wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1395880A JPS56111718A (en) 1980-02-07 1980-02-07 Excavating method and device for continuous underground wall

Publications (1)

Publication Number Publication Date
JPS56111718A true JPS56111718A (en) 1981-09-03

Family

ID=11847714

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1395880A Pending JPS56111718A (en) 1980-02-07 1980-02-07 Excavating method and device for continuous underground wall

Country Status (1)

Country Link
JP (1) JPS56111718A (en)

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