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GB1358431A - High pressure jet-grouting and its apparatus - Google Patents

High pressure jet-grouting and its apparatus

Info

Publication number
GB1358431A
GB1358431A GB5175971A GB5179571A GB1358431A GB 1358431 A GB1358431 A GB 1358431A GB 5175971 A GB5175971 A GB 5175971A GB 5179571 A GB5179571 A GB 5179571A GB 1358431 A GB1358431 A GB 1358431A
Authority
GB
United Kingdom
Prior art keywords
ground
grouting
jet
tube
nozzle
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.)
Expired
Application number
GB5175971A
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of GB1358431A publication Critical patent/GB1358431A/en
Expired legal-status Critical Current

Links

Classifications

    • 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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • 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
    • 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)
  • 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

1358431 Soil stabilisation; barrier walls Y I CHISE 8 Nov 1971 [12 Nov 1970] 51795/71 Headings E1F and E1H A method of high pressure jet-grouting of ground comprises inserting into the ground an injecting tube having a nozzle for directing a high velocity jet of grouting that may include a ground-harding agent and a high velocity jet of compressed air into the ground. Penetration of the grouting is facilitated by the air jet forcing back ground water. Preferably the air is supplied at a pressure in the range 3-7 Kg/cm<SP>2</SP> and the grouting is supplied at a pressure in the range 50-1000 Kg/cm<SP>2</SP>. The nozzle can involve two co-axial discharge openings to permit of the compressed air emerging around the grouting jet. A third co-axial outlet may be provided to permit of discharge of an accelerator for the ground-hardening agent. A water jetting nozzle may be provided in the tip of the tube to facilitate entry of the tube into the ground. Thin horizontal or vertical diaphragm walls can be formed by insertion of the tube at spaced intervals over or in a line along the ground.
GB5175971A 1970-11-12 1971-11-08 High pressure jet-grouting and its apparatus Expired GB1358431A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP45099168A JPS514003B1 (en) 1970-11-12 1970-11-12

Publications (1)

Publication Number Publication Date
GB1358431A true GB1358431A (en) 1974-07-03

Family

ID=14240103

Family Applications (1)

Application Number Title Priority Date Filing Date
GB5175971A Expired GB1358431A (en) 1970-11-12 1971-11-08 High pressure jet-grouting and its apparatus

Country Status (5)

Country Link
US (1) US3802203A (en)
JP (1) JPS514003B1 (en)
AU (1) AU459462B2 (en)
GB (1) GB1358431A (en)
HK (1) HK69379A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3407382A1 (en) * 1984-02-29 1985-08-29 Ed. Züblin AG, 7000 Stuttgart METHOD FOR NOcturnal UNDERGROUND SEALING, PREFERREDLY OF LANDSCAPES, AND DEVICE FOR IMPLEMENTING SUCH A METHOD
GB2156877A (en) * 1984-02-29 1985-10-16 Zueblin Ag Method and apparatus for the subsequent underground sealing of dumps
GB2225363A (en) * 1988-11-18 1990-05-30 Nit Co Ltd Ground stabilization

Families Citing this family (51)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3971222A (en) * 1974-05-28 1976-07-27 Robert Burke Soil stabilization
US4084648A (en) * 1976-02-12 1978-04-18 Kajima Corporation Process for the high-pressure grouting within the earth and apparatus adapted for carrying out same
JPS534906A (en) * 1976-07-05 1978-01-18 Youji Kashiwara Tire chain winding stand
JPS5920814B2 (en) * 1976-09-02 1984-05-15 株式会社鴻池組 Ground improvement method using aerated hardener suspension
JPS5981603U (en) * 1982-11-26 1984-06-01 大阪工業株式会社 Wheel support for tire chain installation
IT1208123B (en) * 1983-04-19 1989-06-06 Fondedile Spa CONGLOMERATE COLUMN MADE IN THE GROUND IN SITU BY PLACING INERT MATERIALS DURING PERFORATION AND CONTEMPORARY OR SUBSEQUENT INJECTION WITH SUITABLE BINDERS, RELEVANT EXECUTION PROCEDURES
JPS6146175U (en) * 1984-08-25 1986-03-27 正 壁谷 Automobile tire chain rack
DE3501128C3 (en) * 1985-01-15 1998-11-12 Keller Grundbau Gmbh Sealing for the execution of underground structures
US5026216A (en) * 1988-03-31 1991-06-25 Yoshinobu Koiwa Shaft construction method
US4958962A (en) * 1989-06-28 1990-09-25 Halliburton Company Methods of modifying the structural integrity of subterranean earth situs
FR2676479A1 (en) * 1991-05-14 1992-11-20 Sol Cie METHOD FOR PRODUCING THIN WALLS IN SOIL AND DEVICE FOR IMPLEMENTING SAME.
US5765965A (en) * 1991-06-24 1998-06-16 Halliburton Nus Corporation Apparatus for in situ installation of underground containment barriers under contaminated lands
US5957624A (en) * 1991-06-24 1999-09-28 Lockheed Martin Idaho Technologies Company Apparatus and method for in Situ installation of underground containment barriers under contaminated lands
US5542782A (en) * 1991-06-24 1996-08-06 Halliburton Nus Environmental Corp. Method and apparatus for in situ installation of underground containment barriers under contaminated lands
EP0539630A1 (en) * 1991-10-31 1993-05-05 Beheersmaatschappij Verstraeten B.V. Method of providing a foundation pile with enlarged base in the ground
US5436396A (en) * 1992-06-22 1995-07-25 Sandvik Rock Tools, Inc. Stabilizing compositions and methods for stabilizing subterranean formations
US5560739A (en) * 1993-11-16 1996-10-01 Kabushiki Kaisha Ask Kenkyusho Method of forming a modified ground in an earthen foundation
US5967700A (en) * 1995-12-04 1999-10-19 Gunther; Johan M. Lime/cement columnar stabilization of soils
US6120214A (en) * 1999-01-20 2000-09-19 Layne Christensen Company Process for constructing reinforced subterranean columns
US6357968B1 (en) 2000-01-12 2002-03-19 Sandia Corporation Method and apparatus for constructing an underground barrier wall structure
US6834720B1 (en) * 2001-12-03 2004-12-28 Sandia Corporation Method and apparatus for injecting particulate media into the ground
US6685398B1 (en) 2002-10-18 2004-02-03 Johan M. Gunther Method to form in-situ pilings with diameters that can differ from axial station to axial station
KR100405798B1 (en) * 2003-03-04 2003-11-20 Yong Hyun Kim Soft ground improvement device
JP4313773B2 (en) * 2005-03-14 2009-08-12 株式会社エヌ・アイ・ティ Ground hardening material injection method and its equipment
GB2430212B (en) * 2005-09-19 2008-02-13 Charles Michael De Fran Hedges Nozzle for apparatus for producing a containment barrier
US7682107B2 (en) * 2006-03-29 2010-03-23 Howard Concrete Pumping, Inc. Remote mine seal spray nozzle assembly, system and methods of use
US9719302B2 (en) 2008-08-20 2017-08-01 Foro Energy, Inc. High power laser perforating and laser fracturing tools and methods of use
US9360631B2 (en) 2008-08-20 2016-06-07 Foro Energy, Inc. Optics assembly for high power laser tools
AU2009340454A1 (en) 2008-08-20 2010-08-26 Foro Energy Inc. Method and system for advancement of a borehole using a high power laser
US9244235B2 (en) 2008-10-17 2016-01-26 Foro Energy, Inc. Systems and assemblies for transferring high power laser energy through a rotating junction
US8627901B1 (en) 2009-10-01 2014-01-14 Foro Energy, Inc. Laser bottom hole assembly
US9242309B2 (en) 2012-03-01 2016-01-26 Foro Energy Inc. Total internal reflection laser tools and methods
US9027668B2 (en) 2008-08-20 2015-05-12 Foro Energy, Inc. Control system for high power laser drilling workover and completion unit
US9080425B2 (en) 2008-10-17 2015-07-14 Foro Energy, Inc. High power laser photo-conversion assemblies, apparatuses and methods of use
US8662160B2 (en) 2008-08-20 2014-03-04 Foro Energy Inc. Systems and conveyance structures for high power long distance laser transmission
US9089928B2 (en) 2008-08-20 2015-07-28 Foro Energy, Inc. Laser systems and methods for the removal of structures
US8571368B2 (en) 2010-07-21 2013-10-29 Foro Energy, Inc. Optical fiber configurations for transmission of laser energy over great distances
US9664012B2 (en) 2008-08-20 2017-05-30 Foro Energy, Inc. High power laser decomissioning of multistring and damaged wells
US9138786B2 (en) 2008-10-17 2015-09-22 Foro Energy, Inc. High power laser pipeline tool and methods of use
US9669492B2 (en) 2008-08-20 2017-06-06 Foro Energy, Inc. High power laser offshore decommissioning tool, system and methods of use
US9267330B2 (en) 2008-08-20 2016-02-23 Foro Energy, Inc. Long distance high power optical laser fiber break detection and continuity monitoring systems and methods
US9347271B2 (en) 2008-10-17 2016-05-24 Foro Energy, Inc. Optical fiber cable for transmission of high power laser energy over great distances
US10301912B2 (en) * 2008-08-20 2019-05-28 Foro Energy, Inc. High power laser flow assurance systems, tools and methods
WO2012116155A1 (en) 2011-02-24 2012-08-30 Foro Energy, Inc. Electric motor for laser-mechanical drilling
WO2012116148A1 (en) 2011-02-24 2012-08-30 Foro Energy, Inc. Method of high power laser-mechanical drilling
WO2012167102A1 (en) 2011-06-03 2012-12-06 Foro Energy Inc. Rugged passively cooled high power laser fiber optic connectors and methods of use
CN102900068A (en) * 2011-07-28 2013-01-30 辽宁江宁招标咨询服务有限公司 Mixing ejector
CN102757104B (en) * 2012-07-30 2014-01-01 山东省水利科学研究院 A technology for in-situ repair system construction in medium-coarse sand formation
CN106145335B (en) * 2015-04-08 2019-04-30 北京建工环境修复股份有限公司 A kind of discontinuous permeable reactive wall repairs the system and method for polluted underground water
US10221687B2 (en) 2015-11-26 2019-03-05 Merger Mines Corporation Method of mining using a laser
CN108797570B (en) * 2017-04-27 2023-08-15 上海工程机械厂有限公司 Stirring pile drilling machine

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1411057A (en) * 1921-04-30 1922-03-28 Miller Elias Newton Sealing device for wells
US2196211A (en) * 1938-05-28 1940-04-09 John P Hartman Method and apparatus for grouting
US2403643A (en) * 1944-02-25 1946-07-09 George L Dresser Method of and apparatus for introducing grout into subsoil
US3243962A (en) * 1961-04-17 1966-04-05 George R Ratliff Method and apparatus for treating soil
US3303656A (en) * 1962-12-21 1967-02-14 Richard E Landau Method and apparatus for constructing columns of material in soil
US3391544A (en) * 1966-12-05 1968-07-09 Intrusion Prepakt Inc Means and method of forming concrete piles
US3608318A (en) * 1969-05-12 1971-09-28 Phillips Petroleum Co Method and apparatus for injecting relatively water-impervious dikes in relatively permeable earth formations,and forming earth-filled tanks and canals therewith

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3407382A1 (en) * 1984-02-29 1985-08-29 Ed. Züblin AG, 7000 Stuttgart METHOD FOR NOcturnal UNDERGROUND SEALING, PREFERREDLY OF LANDSCAPES, AND DEVICE FOR IMPLEMENTING SUCH A METHOD
GB2156877A (en) * 1984-02-29 1985-10-16 Zueblin Ag Method and apparatus for the subsequent underground sealing of dumps
GB2225363A (en) * 1988-11-18 1990-05-30 Nit Co Ltd Ground stabilization
GB2225363B (en) * 1988-11-18 1992-11-11 Nit Co Ltd Ground reforming method and a ground reforming device

Also Published As

Publication number Publication date
HK69379A (en) 1979-10-05
JPS514003B1 (en) 1976-02-07
US3802203A (en) 1974-04-09
AU3493971A (en) 1973-05-03
AU459462B2 (en) 1975-03-27

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Legal Events

Date Code Title Description
PS Patent sealed [section 19, patents act 1949]
PE20 Patent expired after termination of 20 years