WO2016208543A1 - 粉体固化材を用いる深層混合処理工法及び深層混合処理装置 - Google Patents

粉体固化材を用いる深層混合処理工法及び深層混合処理装置 Download PDF

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Publication number
WO2016208543A1
WO2016208543A1 PCT/JP2016/068284 JP2016068284W WO2016208543A1 WO 2016208543 A1 WO2016208543 A1 WO 2016208543A1 JP 2016068284 W JP2016068284 W JP 2016068284W WO 2016208543 A1 WO2016208543 A1 WO 2016208543A1
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WO
WIPO (PCT)
Prior art keywords
powder
stirring
fluidity improver
shaft
stirring blade
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/JP2016/068284
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English (en)
French (fr)
Japanese (ja)
Inventor
千田　昌平
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.)
CHIDA ENGINEERING Inc
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CHIDA ENGINEERING Inc
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 CHIDA ENGINEERING Inc filed Critical CHIDA ENGINEERING Inc
Publication of WO2016208543A1 publication Critical patent/WO2016208543A1/ja
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil

Definitions

  • the excavation resistance can be efficiently reduced according to the change in the ground properties, so that the diameter of the improved diameter can be increased without impairing the advantages inherent in the powder system (in other words, improved If the diameters are the same, it is possible not only to reduce the size of the construction machine, such as the size of the drive device), but also to reduce the construction cost. In particular, it is important to be able to cope with a wide range of soil changes by controlling both the concentration and the injection amount.
  • the control in the form (a) is preferable.
  • the form (c) is suitable when the effect of improving the fluidity is gradually exhibited.
  • the control in the form (b) is preferable. Therefore, it is also a preferable form to appropriately combine the forms (a) to (c) like the form (d).
  • a tip liquid jet port 17 is formed at the tip (lower end) of 101. Further, in the main body shaft 101, an agitation unit powder channel 102 that forms an internal powder line L1 and an agitation unit liquid channel 103 that forms an internal liquid line L2 are formed. Among these, the stirring part powder flow path 102 extends from the upper end of the main body shaft 101 to the front end side and branches into two flow paths, one on the side surface of the axial position corresponding to the lower powder injection port 12. , And the other is opened on the side surface of the axial position corresponding to the upper powder injection port 15.
  • the agitation shaft 10 is excavated and penetrated into the ground to improve the fluidity of the improvement target part, and then the powdered solidified material is injected into the fluidity improvement part G and agitated by the agitating blades 13 and 14.
  • the control device 50 operates the stock solution pump 42 and the dilution water pump 44 of the fluidity improver supply device 40 to pump the fluidity improver aqueous solution from the fluidity improver supply device 40, and the external liquid line L 12.
  • the internal liquid line L2 as shown in FIG.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
PCT/JP2016/068284 2015-06-25 2016-06-20 粉体固化材を用いる深層混合処理工法及び深層混合処理装置 Ceased WO2016208543A1 (ja)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2015128042A JP6532319B2 (ja) 2015-06-25 2015-06-25 粉体固化材を用いる深層混合処理工法および深層混合処理装置
JP2015-128042 2015-06-25

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WO2016208543A1 true WO2016208543A1 (ja) 2016-12-29

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JP (1) JP6532319B2 (enExample)
WO (1) WO2016208543A1 (enExample)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109972612A (zh) * 2019-05-10 2019-07-05 北京中岩大地科技股份有限公司 大直径深层搅拌复合桩智能化施工系统及其使用方法
CN110004923A (zh) * 2019-05-10 2019-07-12 北京中岩大地科技股份有限公司 一种具有显著降阻作用的搅拌钻头
CN110847147A (zh) * 2019-12-29 2020-02-28 北京中岩大地科技股份有限公司 一种采用固化材料进行深层搅拌的施工设备及其施工方法
IT201900006490A1 (it) * 2019-05-02 2020-11-02 Clivio S R L Metodo e impianto di consolidamento e/o impermeabilizzazione di un terreno
WO2021017798A1 (zh) * 2019-07-26 2021-02-04 北京中岩大地科技股份有限公司 基于降阻方式实现大直径深层搅拌的施工方法
WO2021017799A1 (zh) * 2019-07-26 2021-02-04 北京中岩大地科技股份有限公司 基于大直径搅拌提高桩基承载力的施工方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102071767B1 (ko) * 2017-01-26 2020-03-03 산하토건(주) 혼합처리장비에 설치되어 연약지반개량용 분체 고화제를 1.5 shot 방식으로 공급하여 교반하는 교반축을 이용한 혼합처리장치
JP6893099B2 (ja) * 2017-03-15 2021-06-23 株式会社不動テトラ 攪拌混合装置

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07109727A (ja) * 1993-10-12 1995-04-25 Shimizu Corp 深層混合処理工法および装置
JP2004044179A (ja) * 2002-07-10 2004-02-12 Gmc:Kk 流動化処理土及び流動化処理土の製造方法
JP2007217963A (ja) * 2006-02-17 2007-08-30 Kajima Corp 地盤改良工法
JP2008101388A (ja) * 2006-10-19 2008-05-01 Takenaka Doboku Co Ltd 地盤改良工法の施工管理方法および地盤改良処理機
JP2011256541A (ja) * 2010-06-07 2011-12-22 Chida Engineering Inc 深層混合処理工法および深層混合処理装置

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007217363A (ja) * 2006-02-17 2007-08-30 Kao Corp 液体口腔用組成物

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07109727A (ja) * 1993-10-12 1995-04-25 Shimizu Corp 深層混合処理工法および装置
JP2004044179A (ja) * 2002-07-10 2004-02-12 Gmc:Kk 流動化処理土及び流動化処理土の製造方法
JP2007217963A (ja) * 2006-02-17 2007-08-30 Kajima Corp 地盤改良工法
JP2008101388A (ja) * 2006-10-19 2008-05-01 Takenaka Doboku Co Ltd 地盤改良工法の施工管理方法および地盤改良処理機
JP2011256541A (ja) * 2010-06-07 2011-12-22 Chida Engineering Inc 深層混合処理工法および深層混合処理装置

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201900006490A1 (it) * 2019-05-02 2020-11-02 Clivio S R L Metodo e impianto di consolidamento e/o impermeabilizzazione di un terreno
EP3733974A1 (en) * 2019-05-02 2020-11-04 Clivio S.r.l. A method and a system for soil consolidation and/or impermeabilisation
CN109972612A (zh) * 2019-05-10 2019-07-05 北京中岩大地科技股份有限公司 大直径深层搅拌复合桩智能化施工系统及其使用方法
CN110004923A (zh) * 2019-05-10 2019-07-12 北京中岩大地科技股份有限公司 一种具有显著降阻作用的搅拌钻头
WO2021017798A1 (zh) * 2019-07-26 2021-02-04 北京中岩大地科技股份有限公司 基于降阻方式实现大直径深层搅拌的施工方法
WO2021017799A1 (zh) * 2019-07-26 2021-02-04 北京中岩大地科技股份有限公司 基于大直径搅拌提高桩基承载力的施工方法
CN110847147A (zh) * 2019-12-29 2020-02-28 北京中岩大地科技股份有限公司 一种采用固化材料进行深层搅拌的施工设备及其施工方法
WO2021135156A1 (zh) * 2019-12-29 2021-07-08 北京中岩大地科技股份有限公司 一种采用固化材料进行深层搅拌的施工设备及其施工方法

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JP6532319B2 (ja) 2019-06-19
JP2017008673A (ja) 2017-01-12

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