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 PDFInfo
- 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
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.
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)
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)
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 | Structure of diaphragm wall |
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 | Multi-spindle excavator for diaphragm wall, and diaphragm method using the same |
-
2007
- 2007-11-22 WO PCT/JP2007/001294 patent/WO2009066359A1/en active Application Filing
Patent Citations (6)
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 | Structure of diaphragm wall |
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 | Multi-spindle excavator for diaphragm wall, and diaphragm method using the same |
Cited By (5)
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 |
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