JPS57137527A - Ditch hole excavator - Google Patents

Ditch hole excavator

Info

Publication number
JPS57137527A
JPS57137527A JP2282681A JP2282681A JPS57137527A JP S57137527 A JPS57137527 A JP S57137527A JP 2282681 A JP2282681 A JP 2282681A JP 2282681 A JP2282681 A JP 2282681A JP S57137527 A JPS57137527 A JP S57137527A
Authority
JP
Japan
Prior art keywords
guide
hole
shoes
secured
ditch
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
JP2282681A
Other languages
Japanese (ja)
Inventor
Hiroyuki Ito
Kikuo Sakai
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 Miike Machinery Co Ltd
Mitsui Miike Engineering Corp
Original Assignee
Mitsui Miike Machinery Co Ltd
Mitsui Miike Engineering 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 Mitsui Miike Machinery Co Ltd, Mitsui Miike Engineering Corp filed Critical Mitsui Miike Machinery Co Ltd
Priority to JP2282681A priority Critical patent/JPS57137527A/en
Publication of JPS57137527A publication Critical patent/JPS57137527A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/13Foundation slots or slits; Implements for making these slots or slits

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To form a high-precise ditch hole, by a method wherein shoes at a guide part of a ditch hole excavator are secured to two guide columns secured to a ground, a ditch hole is excavated by a turning cutter, the shoes are released to lower the excavator by a full stroke, and an excavation is conducted in the same manner described above. CONSTITUTION:In the construction of a veery deep underground continuous wall, a cylindrical hole 26, being perpendicular to a ground 25, is bored, a steel guide column body 27, having guide parts at both sides, is then erected in a reference hole 26, concrete 28 is placed in a hollow part to construct a guide column 4, and a space between the guide column 4 and the reference hole 26 is filled with gravel 29. Shoes 6 and 7 at both sides of an expandable support frame 3 are then placed on a guide part 5 of the guide column 4 secured in the ground. Through expansion of a securing expander 2, the shoes 6, 7 are secured to the guide columns 4, and a part around a support shaft 10 is rocked with a cutter 8 turned by means of a drive gear 18 to excavate a ditch hole 30. Through repetition of said procedures, the ditch hole 30 is trenched down to a a given depth.
JP2282681A 1981-02-18 1981-02-18 Ditch hole excavator Pending JPS57137527A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2282681A JPS57137527A (en) 1981-02-18 1981-02-18 Ditch hole excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2282681A JPS57137527A (en) 1981-02-18 1981-02-18 Ditch hole excavator

Publications (1)

Publication Number Publication Date
JPS57137527A true JPS57137527A (en) 1982-08-25

Family

ID=12093491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2282681A Pending JPS57137527A (en) 1981-02-18 1981-02-18 Ditch hole excavator

Country Status (1)

Country Link
JP (1) JPS57137527A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3805868A1 (en) * 1988-02-25 1989-09-07 Hochtief Ag Hoch Tiefbauten Rope-guided trench-wall grab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3805868A1 (en) * 1988-02-25 1989-09-07 Hochtief Ag Hoch Tiefbauten Rope-guided trench-wall grab

Similar Documents

Publication Publication Date Title
US3999392A (en) Method of constructing a wall for supporting earth
JP4022687B2 (en) Construction method for underground structures
JPS57137527A (en) Ditch hole excavator
JP2001271365A (en) Construction method for underground structure
JPH02200917A (en) Landslide suppressing well cylinder and its building method
JPH09111754A (en) Soldier pile cut-of wall construction method
JPH0421013B2 (en)
JPH02266015A (en) Constructing underground continuous wall
JPS5664028A (en) Sheathing construction work by antecedent support framework
JPH02300422A (en) Construction of underground structure
JPS60141919A (en) Method of building continuous pillar-shaped landslide protection wall
JPS5530039A (en) Method for constructing underground structures
JPS57140421A (en) Construction of large-diameter in-situ cast pile
JP2813808B2 (en) How to build a shield tunnel
JP3646698B2 (en) Construction method for underground structures
JPS5944431A (en) Construction of basement
JPS6357566B2 (en)
JPS6131246B2 (en)
JPS57130622A (en) Construction of continuous underground wall
JPS6272817A (en) Construction of retaining wall concurrently serving as sheathing
JPS5516172A (en) Excavation work method and apparatus for preventing landslide at ditch scooping
JPH0317397A (en) Method and apparatus for constructing space under ground
JPH0122410B2 (en)
JPS6040694Y2 (en) Gutters on soft ground
JPS5641924A (en) Construction engineering for continuous underground wall