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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
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.)
Ceased
Application number
PCT/JP2007/001294
Other languages
French (fr)
Japanese (ja)
Inventor
Susumu Tokunaga
Akira Nishimura
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.)
TOA-TONE BORING Co Ltd
Toa Tone Boring Corp
Original Assignee
TOA-TONE BORING Co Ltd
Toa Tone Boring 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 TOA-TONE BORING Co Ltd, Toa Tone Boring Corp 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
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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 Ceased 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 Ceased 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 (7)

* 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
CN116988529A (en) * 2023-08-29 2023-11-03 中铁十五局集团有限公司 A self-locking ground-connected wall unilateral rotary drilling and cross-cutting cyclic troughing method
CN117071670A (en) * 2023-08-29 2023-11-17 中铁十五局集团有限公司 A self-locking ground-connecting wall unilateral circular rotary drilling and then horizontal drilling method to form a groove
CN117188553A (en) * 2023-08-29 2023-12-08 中铁十五局集团有限公司 A self-locking wall-connected bilateral rotary drilling and cross-cutting cyclic troughing method

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 (9)

* 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
CN116988529A (en) * 2023-08-29 2023-11-03 中铁十五局集团有限公司 A self-locking ground-connected wall unilateral rotary drilling and cross-cutting cyclic troughing method
CN117071670A (en) * 2023-08-29 2023-11-17 中铁十五局集团有限公司 A self-locking ground-connecting wall unilateral circular rotary drilling and then horizontal drilling method to form a groove
CN117188553A (en) * 2023-08-29 2023-12-08 中铁十五局集团有限公司 A self-locking wall-connected bilateral rotary drilling and cross-cutting cyclic troughing method
CN117071670B (en) * 2023-08-29 2025-11-07 中铁十五局集团有限公司 Method for forming grooves by transverse drilling after self-locking underground continuous wall unilateral circulating rotary drilling

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