ES2068089A2 - Device for producing a diaphragm of constant thickness by injection of cement-based mixtures into semi circular columns of earth - Google Patents

Device for producing a diaphragm of constant thickness by injection of cement-based mixtures into semi circular columns of earth

Info

Publication number
ES2068089A2
ES2068089A2 ES09201168A ES9201168A ES2068089A2 ES 2068089 A2 ES2068089 A2 ES 2068089A2 ES 09201168 A ES09201168 A ES 09201168A ES 9201168 A ES9201168 A ES 9201168A ES 2068089 A2 ES2068089 A2 ES 2068089A2
Authority
ES
Spain
Prior art keywords
earth
cement
injection
constant thickness
producing
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
ES09201168A
Other languages
Spanish (es)
Other versions
ES2068089B1 (en
ES2068089R (en
Inventor
Giulio Cesare Pierucci
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.)
SICAPI ITALIANA SpA
Original Assignee
SICAPI ITALIANA SpA
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 SICAPI ITALIANA SpA filed Critical SICAPI ITALIANA SpA
Publication of ES2068089A2 publication Critical patent/ES2068089A2/en
Publication of ES2068089R publication Critical patent/ES2068089R/es
Application granted granted Critical
Publication of ES2068089B1 publication Critical patent/ES2068089B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • 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
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/24Placing by using fluid jets

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)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Reciprocating Pumps (AREA)
  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Prostheses (AREA)
  • Actuator (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Electrochromic Elements, Electrophoresis, Or Variable Reflection Or Absorption Elements (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Infusion, Injection, And Reservoir Apparatuses (AREA)

Abstract

The device for producing diaphragms of constant thickness by means of a machine with reciprocating movement in order to obtain columns of earth on a semicircular base, the earth being consolidated by the injection of cement-based mixtures, is characterised by the fact that with the aid of two optical cells (20 21) placed at a variable angle and connected to an electric system which controls oleodynamic solenoid valves (30 31), a reciprocating movement is obtained forming a semicircle of earth turned over to the desired depth and which is to be consolidated by cement-based mortars.
ES09201168A 1991-11-13 1992-06-05 SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR. Expired - Lifetime ES2068089B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITRM910860A IT1250137B (en) 1991-11-13 1991-11-13 SYSTEM FOR MAKING CONSTANT THICKNESS DIAPHRAGMS WITH ALTERNATIVE MOVING MACHINE TO OBTAIN SEMICIRCULAR GROUND COLUMNS OF CONSOLIDATED SOIL BY INJECTION OF CEMENT MIXTURES.

Publications (3)

Publication Number Publication Date
ES2068089A2 true ES2068089A2 (en) 1995-04-01
ES2068089R ES2068089R (en) 1996-10-16
ES2068089B1 ES2068089B1 (en) 1997-05-16

Family

ID=11400453

Family Applications (2)

Application Number Title Priority Date Filing Date
ES09201168A Expired - Lifetime ES2068089B1 (en) 1991-11-13 1992-06-05 SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR.
ES09301596A Expired - Lifetime ES2113226B1 (en) 1991-11-13 1993-07-16 SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR.

Family Applications After (1)

Application Number Title Priority Date Filing Date
ES09301596A Expired - Lifetime ES2113226B1 (en) 1991-11-13 1993-07-16 SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR.

Country Status (3)

Country Link
ES (2) ES2068089B1 (en)
FR (1) FR2683561B1 (en)
IT (1) IT1250137B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113718760A (en) * 2020-09-16 2021-11-30 北京沃森防水保温工程有限公司 Drilling machine for horizontal jet grouting supporting row pile and water-stopping supporting row pile construction method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2694744B1 (en) * 2011-04-04 2017-11-15 Mcmillan, Jaron Lyell, Jaron Lyell Machine and method for forming an in ground granular column

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH613736A5 (en) * 1977-02-15 1979-10-15 Ccp Italia Spa Method for consolidating land by the creation of strong masses in the shape of columns or bulkheads and equipment for implementation thereof
GB2172313A (en) * 1985-03-12 1986-09-17 Nit Co Ltd Foundation improvement process and apparatus therefor
JPS6233922A (en) * 1985-08-06 1987-02-13 Chem Kurauto Kk Ground inprovement work
EP0335709A2 (en) * 1988-03-31 1989-10-04 Kabushiki Kaisha Little Rock Shaft construction method
JPH0227015A (en) * 1988-07-15 1990-01-29 Nitto Techno Group:Kk Jet grouting method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2062072B (en) * 1979-10-31 1984-01-04 Sanwa Kizai Co Ltd Ugered-in-place piles method of and apparatus for the construction of mixed or a
JPS5942140B2 (en) * 1980-04-04 1984-10-12 鹿島建設株式会社 Hydraulic power monitor for concrete columnar solid body construction
DE4111604A1 (en) * 1991-04-10 1992-10-15 Keller Grundbau Gmbh METHOD FOR PRODUCING CONCRETE AND CEMENT BODIES IN THE FLOOR

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH613736A5 (en) * 1977-02-15 1979-10-15 Ccp Italia Spa Method for consolidating land by the creation of strong masses in the shape of columns or bulkheads and equipment for implementation thereof
GB2172313A (en) * 1985-03-12 1986-09-17 Nit Co Ltd Foundation improvement process and apparatus therefor
JPS6233922A (en) * 1985-08-06 1987-02-13 Chem Kurauto Kk Ground inprovement work
EP0335709A2 (en) * 1988-03-31 1989-10-04 Kabushiki Kaisha Little Rock Shaft construction method
JPH0227015A (en) * 1988-07-15 1990-01-29 Nitto Techno Group:Kk Jet grouting method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACT OF JAPAN, Vol. 11, n‘ 218 (M-607) (2665) & JP 62033922 A (CHEM KURANTO) (15.07.87) *
PATENT ABSTRACT OF JAPAN, Vol. 14, N‘ 174 (M-959) (4417) & JP 02027015 A (NITTO) (05.04.90) *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113718760A (en) * 2020-09-16 2021-11-30 北京沃森防水保温工程有限公司 Drilling machine for horizontal jet grouting supporting row pile and water-stopping supporting row pile construction method

Also Published As

Publication number Publication date
ITRM910860A0 (en) 1991-11-13
ITRM910860A1 (en) 1993-05-13
ES2113226R (en) 1998-06-16
ES2068089B1 (en) 1997-05-16
FR2683561A1 (en) 1993-05-14
ES2068089R (en) 1996-10-16
ES2113226B1 (en) 1999-02-16
ES2113226A2 (en) 1998-04-16
FR2683561B1 (en) 1995-12-15
IT1250137B (en) 1995-03-30

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