CA2963217A1 - Methode d'amelioration du sol - Google Patents

Methode d'amelioration du sol Download PDF

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Publication number
CA2963217A1
CA2963217A1 CA2963217A CA2963217A CA2963217A1 CA 2963217 A1 CA2963217 A1 CA 2963217A1 CA 2963217 A CA2963217 A CA 2963217A CA 2963217 A CA2963217 A CA 2963217A CA 2963217 A1 CA2963217 A1 CA 2963217A1
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CA
Canada
Prior art keywords
cutting fluid
jet
ground
nozzles
cut
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.)
Granted
Application number
CA2963217A
Other languages
English (en)
Other versions
CA2963217C (fr
Inventor
Ataru Haneda (Deceased)
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.)
Daisho Chemical R&d Inc
Sonic Foundation Pte Ltd
Original Assignee
Daisho Chemical R&d Inc
Sonic Foundation Pte 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 Daisho Chemical R&d Inc, Sonic Foundation Pte Ltd filed Critical Daisho Chemical R&d Inc
Publication of CA2963217A1 publication Critical patent/CA2963217A1/fr
Application granted granted Critical
Publication of CA2963217C publication Critical patent/CA2963217C/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/66Mould-pipes or other moulds
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/003Injection of material

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

L'objectif de la présente invention est de fournir un procédé d'amélioration du sol qui peut empêcher la persistance de morceaux de sol avec de grandes dimensions représentatives. Pour cela, dans le procédé d'amélioration du sol de la présente invention, des appareils d'injection (1, 10) injectent du fluide de coupe (par exemple, de l'eau à haute pression ou de l'air à haute pression, contenant parfois un matériau de solidification) pour effectuer la coupe, fournissent le matériau de solidification, et mélangent et agitent le sol coupé (G), le fluide, et le matériau de solidification pour produire un corps consolidé souterrain. Les appareils d'injection (1, 10) comprennent une pluralité de buses (N1, N2) positionnées dans la direction verticale avec des espaces entre elles. Lors de l'injection du fluide de coupe, les appareils d'injection injectent le fluide de coupe obliquement vers le bas (J1) à partir d'une buse supérieure (N1), et injectent le fluide de coupe obliquement vers le haut (J2) à partir d'une buse inférieure (N2).
CA2963217A 2014-10-03 2015-05-27 Methode d'amelioration du sol Active CA2963217C (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2014-204546 2014-10-03
JP2014204546A JP2016075040A (ja) 2014-10-03 2014-10-03 地盤改良工法
PCT/JP2015/065176 WO2016051858A1 (fr) 2014-10-03 2015-05-27 Procédé d'amélioration du sol

Publications (2)

Publication Number Publication Date
CA2963217A1 true CA2963217A1 (fr) 2016-04-07
CA2963217C CA2963217C (fr) 2022-09-27

Family

ID=55629914

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2963217A Active CA2963217C (fr) 2014-10-03 2015-05-27 Methode d'amelioration du sol

Country Status (7)

Country Link
US (1) US20180112368A1 (fr)
EP (1) EP3202982B1 (fr)
JP (1) JP2016075040A (fr)
AU (1) AU2015326129B2 (fr)
CA (1) CA2963217C (fr)
SG (1) SG11201702724XA (fr)
WO (1) WO2016051858A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111074878A (zh) * 2019-12-11 2020-04-28 江苏科技大学 一种淤长型滩涂地基加固装置及其施工方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020076276A (ja) * 2018-11-09 2020-05-21 株式会社不動テトラ 固化処理杭造成工法
KR102437016B1 (ko) * 2020-11-12 2022-08-26 덴버코리아이엔씨(주) 고압분사 그라우팅 지반개량 시스템
CN114247331B (zh) * 2022-01-19 2024-02-09 中煤科工集团西安研究院有限公司 一种顶板水平井末端双料混合装置、系统及随充凝固方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH079087B2 (ja) * 1989-01-10 1995-02-01 株式会社エヌ、アイ、ティ 地盤硬化剤噴射注入装置
JP2673872B2 (ja) * 1993-09-07 1997-11-05 鹿島建設株式会社 地盤改良工法
JPH07109726A (ja) * 1993-10-14 1995-04-25 Chem Grouting Co Ltd テレスコピックパイプを用いた柱状固結体造成における固結体外径の調整方法及びその装置
JPH10204875A (ja) * 1997-01-28 1998-08-04 Chem Grouting Co Ltd 地中固結体の仕上がり径の制御方法及び装置
JP3694849B2 (ja) * 1998-07-28 2005-09-14 東洋建設株式会社 高圧噴射攪拌工法
JP2001115442A (ja) * 1999-10-14 2001-04-24 Chem Grouting Co Ltd 地盤改良工法
JP2013036213A (ja) * 2011-08-07 2013-02-21 Hiroko Matsumoto 地盤分割改良方法

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111074878A (zh) * 2019-12-11 2020-04-28 江苏科技大学 一种淤长型滩涂地基加固装置及其施工方法

Also Published As

Publication number Publication date
EP3202982B1 (fr) 2020-07-15
JP2016075040A (ja) 2016-05-12
WO2016051858A1 (fr) 2016-04-07
SG11201702724XA (en) 2017-06-29
EP3202982A4 (fr) 2018-05-30
EP3202982A1 (fr) 2017-08-09
CA2963217C (fr) 2022-09-27
US20180112368A1 (en) 2018-04-26
AU2015326129B2 (en) 2019-12-05
AU2015326129A1 (en) 2017-04-27

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