[go: up one dir, main page]

WO2009066359A1 - Method of excavating for enlarging bottom part and horizontal multi-spindle excavator used therefor - Google Patents

Method of excavating for enlarging bottom part and horizontal multi-spindle excavator used therefor Download PDF

Info

Publication number
WO2009066359A1
WO2009066359A1 PCT/JP2007/001294 JP2007001294W WO2009066359A1 WO 2009066359 A1 WO2009066359 A1 WO 2009066359A1 JP 2007001294 W JP2007001294 W JP 2007001294W WO 2009066359 A1 WO2009066359 A1 WO 2009066359A1
Authority
WO
WIPO (PCT)
Prior art keywords
excavating
drum
bottom part
groove
horizontal multi
Prior art date
Application number
PCT/JP2007/001294
Other languages
French (fr)
Japanese (ja)
Inventor
Susumu Tokunaga
Akira Nishimura
Original Assignee
Toa-Tone Boring 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 Toa-Tone Boring Co., Ltd. filed Critical Toa-Tone Boring Co., Ltd.
Priority to PCT/JP2007/001294 priority Critical patent/WO2009066359A1/en
Publication of WO2009066359A1 publication Critical patent/WO2009066359A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/027—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with coulters, ploughs, scraper plates, or the like
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits
    • 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)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

[PROBLEMS] To provide a multi-spindle excavator of a simple structure capable of functioning to attain enlargement of diameter. [MEANS FOR SOLVING THE PROBLEMS] A side cutter (31) is provided onto the side surface of an excavating drum (2) of this horizontal multi-spindle excavator. The excavating drum (2) is capable of rotating around its vertical axis by a hydraulic motor or the like. A groove is excavated by the horizontal multi-spindle excavator, and a cylindrical enlarged part is formed at the bottom part of the groove by rotating the excavating drum around its vertical axis while rotationally driving the drum at the bottom part for excavation. When the excavating drum is pulled upward while performing excavation at a position where the drum is rotated by 90°relative to the groove, the groove having a cross-shape section can be excavated.
PCT/JP2007/001294 2007-11-22 2007-11-22 Method of excavating for enlarging bottom part and horizontal multi-spindle excavator used therefor WO2009066359A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/JP2007/001294 WO2009066359A1 (en) 2007-11-22 2007-11-22 Method of excavating for enlarging bottom part and horizontal multi-spindle excavator used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/JP2007/001294 WO2009066359A1 (en) 2007-11-22 2007-11-22 Method of excavating for enlarging bottom part and horizontal multi-spindle excavator used therefor

Publications (1)

Publication Number Publication Date
WO2009066359A1 true WO2009066359A1 (en) 2009-05-28

Family

ID=40667197

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2007/001294 WO2009066359A1 (en) 2007-11-22 2007-11-22 Method of excavating for enlarging bottom part and horizontal multi-spindle excavator used therefor

Country Status (1)

Country Link
WO (1) WO2009066359A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013130053A (en) * 2011-11-22 2013-07-04 Ohbayashi Corp Method for excavating hole for constructing wall-like underground structure, the wall-like underground structure, and excavation control system
CN104631533A (en) * 2015-01-20 2015-05-20 刘玉秋 Five-drill grooving machine
JP2017036545A (en) * 2015-08-07 2017-02-16 株式会社東亜利根ボーリング Horizontal multi-spindle type hole excavator
JP2019065457A (en) * 2017-09-28 2019-04-25 清水建設株式会社 Underground continuous wall structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02109838U (en) * 1989-02-14 1990-09-03
JPH0396516A (en) * 1989-09-07 1991-04-22 Taisei Corp Variable width excavator and width widening excavation method
JP2000178966A (en) * 1998-12-11 2000-06-27 Shimizu Corp Underground diaphragm wall structure
JP2006045779A (en) * 2004-07-30 2006-02-16 Ohbayashi Corp Excavator, wall pile construction method, and wall pile
JP3761889B2 (en) * 2003-02-27 2006-03-29 バウアー マシーネン ゲーエムベーハー Method for forming groove wall on ground, groove wall cutter and groove wall cutting device
JP2007120075A (en) * 2005-10-26 2007-05-17 Toa Tone Boring:Kk Horizontal multi-axis excavator for continuous underground wall and underground continuous wall construction method using it

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02109838U (en) * 1989-02-14 1990-09-03
JPH0396516A (en) * 1989-09-07 1991-04-22 Taisei Corp Variable width excavator and width widening excavation method
JP2000178966A (en) * 1998-12-11 2000-06-27 Shimizu Corp Underground diaphragm wall structure
JP3761889B2 (en) * 2003-02-27 2006-03-29 バウアー マシーネン ゲーエムベーハー Method for forming groove wall on ground, groove wall cutter and groove wall cutting device
JP2006045779A (en) * 2004-07-30 2006-02-16 Ohbayashi Corp Excavator, wall pile construction method, and wall pile
JP2007120075A (en) * 2005-10-26 2007-05-17 Toa Tone Boring:Kk Horizontal multi-axis excavator for continuous underground wall and underground continuous wall construction method using it

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013130053A (en) * 2011-11-22 2013-07-04 Ohbayashi Corp Method for excavating hole for constructing wall-like underground structure, the wall-like underground structure, and excavation control system
CN104631533A (en) * 2015-01-20 2015-05-20 刘玉秋 Five-drill grooving machine
JP2017036545A (en) * 2015-08-07 2017-02-16 株式会社東亜利根ボーリング Horizontal multi-spindle type hole excavator
JP2019065457A (en) * 2017-09-28 2019-04-25 清水建設株式会社 Underground continuous wall structure
JP7033424B2 (en) 2017-09-28 2022-03-10 清水建設株式会社 Underground continuous wall structure

Similar Documents

Publication Publication Date Title
US20130233624A1 (en) Drilling apparatus having head
WO2009066359A1 (en) Method of excavating for enlarging bottom part and horizontal multi-spindle excavator used therefor
CN201865563U (en) Multifunctional rotary drilling rig
KR20150118845A (en) Earth and sand removal device for auger drill
JP4986799B2 (en) Embedded pile method using both earth drill and pile driver
JP2009062711A (en) Embedded pile method using earth drill machine
JP2009299356A (en) Kelly-bar of earth drilling machine
JP4988061B1 (en) Ground improvement device and ground improvement method
JP3150680U (en) Auger drive
WO2010053276A3 (en) Excavating and loading apparatus
JP5334650B2 (en) Shaft excavator
JP2014148862A (en) Drilling machine
JP2007255133A (en) Soil cement preparation device having agitating auxiliary blade
KR200384053Y1 (en) Casing structure of drilling equipment
JP2001164566A (en) Steel pipe pile and its embedding method
JP3991311B2 (en) Method of burying excavation rod and ready-made pile
JP2018135683A (en) Ground improvement device and ground improvement method
JP2016089382A (en) Caisson frame setting method by pneumatic caisson method
CN203035091U (en) Drill bit of pile machine
JP5961441B2 (en) Steel sheet pile burial excavator and steel sheet pile burial method
JP5271788B2 (en) Earth drill
JPH08303172A (en) Hollow excavator for boring machine
CN209368818U (en) Anti-theft ground anchor
JP2005248435A (en) Drilling rig
JP2000017658A (en) Pitching-of-pile method of ready-made pile and its device

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 07828071

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

NENP Non-entry into the national phase

Ref country code: JP

122 Ep: pct application non-entry in european phase

Ref document number: 07828071

Country of ref document: EP

Kind code of ref document: A1