ES2068089R - - Google Patents

Info

Publication number
ES2068089R
ES2068089R ES9201168A ES9201168A ES2068089R ES 2068089 R ES2068089 R ES 2068089R ES 9201168 A ES9201168 A ES 9201168A ES 9201168 A ES9201168 A ES 9201168A ES 2068089 R ES2068089 R ES 2068089R
Authority
ES
Spain
Prior art keywords
consolidated
depth
land
columns
alternative movement
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
ES9201168A
Other languages
Spanish (es)
Other versions
ES2068089B1 (en
ES2068089A2 (en
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 filed Critical
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)
  • Prostheses (AREA)
  • Actuator (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Electrochromic Elements, Electrophoresis, Or Variable Reflection Or Absorption Elements (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Infusion, Injection, And Reservoir Apparatuses (AREA)

Abstract

SISTEMA PARA REALIZAR DIAFRAGMAS DE ESPESOR CONSTANTE EN TERRENOS A CONSOLIDAR Y SIMILARES. UTILIZA UNA MAQUINA DE MOVIMIENTO ALTERNATIVO, PARA OBTENER COLUMNAS DE PLANTA SEMICIRCULAR DE TERRENO CONSOLIDADO MEDIANTE INYECCION DE MEZCLAS CEMENTOSAS. CON DOS CELULAS OPTICAS POSICIONADAS CON UNA ANGULACION VARIABLE Y CONECTADAS A UN SISTEMA ELECTRICO QUE MANDA ELECTROVALVULAS OLEODINAMICAS SE OBTIENE UN MOVIMIENTO ALTERNATIVO QUE FORMA UNA SEMICIRCUNFERENCIA DE TERRENO REMOVIDO EN LA PROFUNDIDAD DESEADA PARA CONSOLIDARLO CON MORTEROS CEMENTOSOS. ES APLICABLE A LA REALIZACION DE COLUMNAS CONSOLIDADAS, MEDIANTE LA INYECCION A ALTA PRESION, LOCALIZADA Y LIMITADA, DE MEZCLAS CEMENTOSAS.SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR. IT USES AN ALTERNATIVE MOVEMENT MACHINE, TO OBTAIN COLUMNS OF SEMICIRCULAR PLANT OF CONSOLIDATED LAND THROUGH INJECTION OF CEMENT MIXTURES. WITH TWO OPTICAL CELLS POSITIONED WITH A VARIABLE ANGULATION AND CONNECTED TO AN ELECTRICAL SYSTEM THAT SENDS OLEODYNAMIC SOLENOID VALVES, AN ALTERNATIVE MOVEMENT IS OBTAINED WHICH FORMS A SEMICIRCUNFERENCE OF REMOVED LAND IN DEPTH TO CONSOLIDATE CONSOLIDATED DEPTH. IT IS APPLICABLE TO THE REALIZATION OF CONSOLIDATED COLUMNS, THROUGH THE LOCALIZED AND LIMITED HIGH PRESSURE INJECTION OF CEMENT MIXTURES.

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 ES2068089A2 (en) 1995-04-01
ES2068089R true 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)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2012241026B2 (en) * 2011-04-04 2014-09-11 Jaron Lyell Mcmillan Machine and method for forming an in ground granular column
CN113718760B (en) * 2020-09-16 2022-10-04 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

Family Cites Families (8)

* 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
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
JPS61207712A (en) * 1985-03-12 1986-09-16 N I T:Kk Method and device of improving ground
JPH0619135B2 (en) * 1985-08-06 1994-03-16 ケミカルグラウト株式会社 Ground improvement method
US5026216A (en) * 1988-03-31 1991-06-25 Yoshinobu Koiwa Shaft construction method
JPH0227015A (en) * 1988-07-15 1990-01-29 Nitto Techno Group:Kk Jet grouting method
DE4111604A1 (en) * 1991-04-10 1992-10-15 Keller Grundbau Gmbh METHOD FOR PRODUCING CONCRETE AND CEMENT BODIES IN THE FLOOR

Also Published As

Publication number Publication date
ES2068089B1 (en) 1997-05-16
FR2683561A1 (en) 1993-05-14
ES2113226B1 (en) 1999-02-16
IT1250137B (en) 1995-03-30
FR2683561B1 (en) 1995-12-15
ITRM910860A0 (en) 1991-11-13
ES2068089A2 (en) 1995-04-01
ES2113226R (en) 1998-06-16
ES2113226A2 (en) 1998-04-16
ITRM910860A1 (en) 1993-05-13

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