ES2075825T3 - PROCEDURE FOR THE REALIZATION OF THIN WALLS IN THE FLOOR. - Google Patents

PROCEDURE FOR THE REALIZATION OF THIN WALLS IN THE FLOOR.

Info

Publication number
ES2075825T3
ES2075825T3 ES94402546T ES94402546T ES2075825T3 ES 2075825 T3 ES2075825 T3 ES 2075825T3 ES 94402546 T ES94402546 T ES 94402546T ES 94402546 T ES94402546 T ES 94402546T ES 2075825 T3 ES2075825 T3 ES 2075825T3
Authority
ES
Spain
Prior art keywords
pile
wall
raised back
produced
high pressure
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 - Lifetime
Application number
ES94402546T
Other languages
Spanish (es)
Other versions
ES2075825T1 (en
Inventor
Dieter Volk
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.)
SOL COMP DU
Compagnie du Sol SARL
Original Assignee
SOL COMP DU
Compagnie du Sol SARL
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 SOL COMP DU, Compagnie du Sol SARL filed Critical SOL COMP DU
Publication of ES2075825T1 publication Critical patent/ES2075825T1/en
Application granted granted Critical
Publication of ES2075825T3 publication Critical patent/ES2075825T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/24—Placing by using fluid jets
    • 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)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Secondary Cells (AREA)
  • Treating Waste Gases (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Sealing Battery Cases Or Jackets (AREA)

Abstract

The invention relates to a method for making leaktight walls in the ground, of the type in which a pile is driven vertically into the ground along the path of the wall to be produced, by vibration, and raised back up, injecting, at low pressure, at the base of the pile, a conventional slurry and a jet of very high pressure liquid substantially in the plane of the wall and in the direction of the part of the wall to be produced. As the pile (1) is raised back up, a jet of very high pressure liquid directed towards that part (2) of the wall which has already been produced is sent to the bottom part of this pile, the very high pressure liquid which is sent to the lower part of the pile as it is lowered and as it is raised back up consists of a fluid slurry based on water, bentonite, additives, and cement, while a thick conventional slurry based on water, bentonite, cement, additives and an aggregate which gives it its consistency is injected at the base (6) of the pile as it is lowered and raised back up. <IMAGE>
ES94402546T 1993-11-12 1994-11-10 PROCEDURE FOR THE REALIZATION OF THIN WALLS IN THE FLOOR. Expired - Lifetime ES2075825T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR9313509A FR2712317B1 (en) 1993-11-12 1993-11-12 Method for producing thin walls in the ground.

Publications (2)

Publication Number Publication Date
ES2075825T1 ES2075825T1 (en) 1995-10-16
ES2075825T3 true ES2075825T3 (en) 1999-09-16

Family

ID=9452787

Family Applications (1)

Application Number Title Priority Date Filing Date
ES94402546T Expired - Lifetime ES2075825T3 (en) 1993-11-12 1994-11-10 PROCEDURE FOR THE REALIZATION OF THIN WALLS IN THE FLOOR.

Country Status (9)

Country Link
EP (1) EP0653518B1 (en)
AT (1) ATE181385T1 (en)
CZ (1) CZ284967B6 (en)
DE (2) DE653518T1 (en)
DK (1) DK0653518T3 (en)
ES (1) ES2075825T3 (en)
FR (1) FR2712317B1 (en)
HU (1) HU217308B (en)
SK (1) SK283910B6 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1004237C2 (en) * 1996-10-10 1998-04-14 Tijmen Van Halteren Profile, more specifically sheet pile profile.
DE10222304B4 (en) * 2002-05-18 2008-07-17 Harald Gollwitzer Gmbh Method for creating a narrow wall in a ground or underground
DE10337127B4 (en) * 2003-04-16 2012-03-08 Harald Gollwitzer Gmbh Post for insertion into a subsoil or subsoil
DE10327470B3 (en) * 2003-06-18 2004-09-30 Bauer Spezialtiefbau Gmbh Device for producing single grooves or penetrating walls in soil according to a mixed-in-place process comprises a nozzle holder arranged below a drill driver of single agitating machines
DE102006050307A1 (en) * 2006-10-23 2008-04-30 Lutz Stolze Method and device for introducing profiles into the soil
CN102628270B (en) * 2012-04-23 2014-07-09 山东电力工程咨询院有限公司 Great-diameter variable section irregularly-shaped resistance-increased steel pipe pile system and construction method thereof
CN105672316A (en) * 2016-02-03 2016-06-15 上海市基础工程集团有限公司 Steel pile sinking damping device and construction method
WO2018234836A1 (en) 2017-06-19 2018-12-27 Barkasz Sandor Method for productive diaphragm wall construction without soil excavation, and diaphragm wall construction system
EP4296432A1 (en) * 2022-06-24 2023-12-27 Ørsted Wind Power A/S Foundation for a structure and method of installing the same

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2316383A1 (en) * 1975-07-03 1977-01-28 Soletanche METHOD AND DEVICE FOR THE REALIZATION OF SEALING SCREENS IN THE GROUND BY LAUNCHING
DE2844794A1 (en) * 1978-10-13 1980-04-24 Brechtel Johannes Narrow pile driven retaining wall injection rammer - has nozzle at pipe end in downward protruding foot piece
FR2676479A1 (en) * 1991-05-14 1992-11-20 Sol Cie METHOD FOR PRODUCING THIN WALLS IN SOIL AND DEVICE FOR IMPLEMENTING SAME.

Also Published As

Publication number Publication date
DK0653518T3 (en) 2000-01-10
ATE181385T1 (en) 1999-07-15
EP0653518B1 (en) 1999-06-16
HUT73030A (en) 1996-06-28
DE653518T1 (en) 1996-02-29
CZ277994A3 (en) 1995-06-14
FR2712317A1 (en) 1995-05-19
HU217308B (en) 1999-12-28
DE69419110D1 (en) 1999-07-22
CZ284967B6 (en) 1999-04-14
HU9403231D0 (en) 1995-02-28
SK283910B6 (en) 2004-04-06
ES2075825T1 (en) 1995-10-16
EP0653518A1 (en) 1995-05-17
FR2712317B1 (en) 1995-12-29
SK135494A3 (en) 1995-06-07
DE69419110T2 (en) 2000-03-09

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