JPS57155422A - Continuous execution method for underground continuous wall - Google Patents

Continuous execution method for underground continuous wall

Info

Publication number
JPS57155422A
JPS57155422A JP3916381A JP3916381A JPS57155422A JP S57155422 A JPS57155422 A JP S57155422A JP 3916381 A JP3916381 A JP 3916381A JP 3916381 A JP3916381 A JP 3916381A JP S57155422 A JPS57155422 A JP S57155422A
Authority
JP
Japan
Prior art keywords
ditch
wall
excavating
cushion materials
materials
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
JP3916381A
Other languages
Japanese (ja)
Inventor
Shigeaki Hiraoka
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP3916381A priority Critical patent/JPS57155422A/en
Publication of JPS57155422A publication Critical patent/JPS57155422A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE:To construct the underground continuous wall continuously by successively excavating an excavating ditch in the horizontal direction, fast sticking a cushion material for preventing the collapse of a ditch wall to the groove wall and partitioning the excavating ditch. CONSTITUTION:Soil and sand are continuously scraped up in a stabilizing liquid such as bentonite muddy water while successively moving a continuous excavator 2 according to a bucket elevator system in the horizontal direction. The cushion materials 3 for preventing the collapse of the ditch walls are built to a section B where excavation is completed at regular intervals. The cushion materials 3 are manufactured by mounting rubber tubes at both sides of the webs of H-steel. Joint materials 4 are built to sections partitioned by the cushion materials 3, the cushion materials 3 are extracted, and concrete is placed to a section C. the underground continuous wall D is completed when concerete cures.
JP3916381A 1981-03-18 1981-03-18 Continuous execution method for underground continuous wall Pending JPS57155422A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3916381A JPS57155422A (en) 1981-03-18 1981-03-18 Continuous execution method for underground continuous wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3916381A JPS57155422A (en) 1981-03-18 1981-03-18 Continuous execution method for underground continuous wall

Publications (1)

Publication Number Publication Date
JPS57155422A true JPS57155422A (en) 1982-09-25

Family

ID=12545450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3916381A Pending JPS57155422A (en) 1981-03-18 1981-03-18 Continuous execution method for underground continuous wall

Country Status (1)

Country Link
JP (1) JPS57155422A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60141920A (en) * 1983-12-27 1985-07-27 Taiko Kensetsu:Kk Method of constructing underground continuous wall
JPS6121222A (en) * 1984-07-09 1986-01-29 Fusao Sakano Continuous sheathing construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60141920A (en) * 1983-12-27 1985-07-27 Taiko Kensetsu:Kk Method of constructing underground continuous wall
JPS6121222A (en) * 1984-07-09 1986-01-29 Fusao Sakano Continuous sheathing construction

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