JPS57155436A - Laying method for pipe, etc. to soft ground, etc. - Google Patents

Laying method for pipe, etc. to soft ground, etc.

Info

Publication number
JPS57155436A
JPS57155436A JP56040598A JP4059881A JPS57155436A JP S57155436 A JPS57155436 A JP S57155436A JP 56040598 A JP56040598 A JP 56040598A JP 4059881 A JP4059881 A JP 4059881A JP S57155436 A JPS57155436 A JP S57155436A
Authority
JP
Japan
Prior art keywords
pipe
agitating shaft
shaped
ground
continuous wall
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
JP56040598A
Other languages
Japanese (ja)
Other versions
JPS6017903B2 (en
Inventor
Teruo Takei
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 JP56040598A priority Critical patent/JPS6017903B2/en
Publication of JPS57155436A publication Critical patent/JPS57155436A/en
Publication of JPS6017903B2 publication Critical patent/JPS6017903B2/en
Expired 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
    • E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To improve execution-ability, etc. by constructing tilt continuous walls so as to mutually approach, forming a structure with a V-shaped section into the ground and laying the pipe, etc. into the structure. CONSTITUTION:A device proper 1 is inclined onto a catapillar holding machine 2 at a necessary angle, and the lower end of an agitating shaft 3 is set onto the surface of the earth. The agitating shaft 3 is dropped while being turned, a milky coagulant is injected into the ground from an injection hole 7 by rotating the agitating shaft 3, and the tilt continuous wall 14 is formed. Another tilt continuous wall 15 is shaped by conducting the same work from an opposite position, and the V-shaped structure 16 is constructed. Soil in the V-shaped structure 16 is removed, and the pipe 17, etc. are laid.
JP56040598A 1981-03-20 1981-03-20 Method of laying pipes etc. on soft ground etc. Expired JPS6017903B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56040598A JPS6017903B2 (en) 1981-03-20 1981-03-20 Method of laying pipes etc. on soft ground etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56040598A JPS6017903B2 (en) 1981-03-20 1981-03-20 Method of laying pipes etc. on soft ground etc.

Publications (2)

Publication Number Publication Date
JPS57155436A true JPS57155436A (en) 1982-09-25
JPS6017903B2 JPS6017903B2 (en) 1985-05-07

Family

ID=12584942

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56040598A Expired JPS6017903B2 (en) 1981-03-20 1981-03-20 Method of laying pipes etc. on soft ground etc.

Country Status (1)

Country Link
JP (1) JPS6017903B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02283989A (en) * 1989-04-26 1990-11-21 Kokudo Kaihatsu Gijutsu Kenkyu Center Gutter pipe constructed in soft ground
KR100916339B1 (en) 2007-09-14 2009-10-14 주식회사 한길지오텍 Rock drilling device for Performing the free Surface in rock Splitting

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02283989A (en) * 1989-04-26 1990-11-21 Kokudo Kaihatsu Gijutsu Kenkyu Center Gutter pipe constructed in soft ground
KR100916339B1 (en) 2007-09-14 2009-10-14 주식회사 한길지오텍 Rock drilling device for Performing the free Surface in rock Splitting

Also Published As

Publication number Publication date
JPS6017903B2 (en) 1985-05-07

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