SI1803853T1 - Method for creation underground diaphragm walls carried out with control and adjustment of the vertical positions and diaphragm wall so manufactured - Google Patents

Method for creation underground diaphragm walls carried out with control and adjustment of the vertical positions and diaphragm wall so manufactured

Info

Publication number
SI1803853T1
SI1803853T1 SI200630521T SI200630521T SI1803853T1 SI 1803853 T1 SI1803853 T1 SI 1803853T1 SI 200630521 T SI200630521 T SI 200630521T SI 200630521 T SI200630521 T SI 200630521T SI 1803853 T1 SI1803853 T1 SI 1803853T1
Authority
SI
Slovenia
Prior art keywords
diaphragm
manufactured
control
procedure
creation
Prior art date
Application number
SI200630521T
Other languages
Slovenian (sl)
Inventor
Mauro Grava
Original Assignee
Eurogeo Srl
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 Eurogeo Srl filed Critical Eurogeo Srl
Publication of SI1803853T1 publication Critical patent/SI1803853T1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/13Foundation slots or slits; Implements for making these slots or slits
    • 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
    • E02D5/185Bulkheads or similar walls made solely of concrete in situ with flexible joint members between sections

Abstract

The invention refers to a procedure for constructing diaphragm walls for reinforcing the land and diaphragm wall so manufactured. The procedure involves constructing diaphragm panels adjacent to each other, continuously controlling and adjusting the verticality (both lengthways and crossways) and subsequently casting the concrete in the dig after positioning an appliance which is fitted with a device to control and adjust the verticality to guarantee perfect adherence between the faces of the joints in adjacent panels. If required, when faced with extensive pressure or movement of the ground, the procedure provides the use of a flexible joint that guarantees a continuous barrier The use of the described procedure is essential to guarantee the efficiency of the constructed product.
SI200630521T 2006-01-03 2006-01-03 Method for creation underground diaphragm walls carried out with control and adjustment of the vertical positions and diaphragm wall so manufactured SI1803853T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06425003A EP1803853B8 (en) 2006-01-03 2006-01-03 Method for creation underground diaphragm walls carried out with control and adjustment of the vertical positions and diaphragm wall so manufactured

Publications (1)

Publication Number Publication Date
SI1803853T1 true SI1803853T1 (en) 2010-03-31

Family

ID=36072015

Family Applications (1)

Application Number Title Priority Date Filing Date
SI200630521T SI1803853T1 (en) 2006-01-03 2006-01-03 Method for creation underground diaphragm walls carried out with control and adjustment of the vertical positions and diaphragm wall so manufactured

Country Status (8)

Country Link
EP (1) EP1803853B8 (en)
AT (1) ATE444406T1 (en)
DE (1) DE602006009472D1 (en)
ES (1) ES2334700T3 (en)
HR (1) HRP20090659T1 (en)
PL (1) PL1803853T3 (en)
PT (1) PT1803853E (en)
SI (1) SI1803853T1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB201112136D0 (en) 2011-07-14 2011-08-31 Coupland John W Diaphragm wall apparatus and methods
DE102013205765B4 (en) 2013-04-02 2021-06-02 Gud Geotechnik Und Dynamik Consult Gmbh Quality assurance system for diaphragm wall joints
GB201706643D0 (en) 2017-04-26 2017-06-07 Ccmj Systems Ltd Diaphragm walls
GB2571097B (en) 2018-02-15 2021-08-25 Ccmj Systems Ltd Shear key former apparatus and method(s)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2473091A1 (en) * 1980-01-08 1981-07-10 Sif Entreprise Bachy Mechanically stripped end shutter for underground concrete walls - has inflatable tubes forcing shutter free of set concrete and forming shaped face for next section
FR2617881B1 (en) * 1987-07-10 1990-11-16 Spie Batignolles PROCESS FOR PRODUCING A MOLDED WALL IN THE GROUND AND FORMWORK INTENDED IN PARTICULAR FOR ITS IMPLEMENTATION
EP0580926A1 (en) * 1992-07-31 1994-02-02 ING. GIOVANNI RODIO & C. IMPRESA COSTRUZIONI SPECIALI S.P.A. Sealing joint in diaphragms formed by concrete panels cast in situ and a process for building said diaphragms
FR2825393B1 (en) * 2001-06-01 2003-11-07 Cie Du Sol DRILL BUCKET WITH IMPROVED VERTICALITY CONTROL SYSTEM

Also Published As

Publication number Publication date
DE602006009472D1 (en) 2009-11-12
PL1803853T3 (en) 2010-03-31
EP1803853A1 (en) 2007-07-04
PT1803853E (en) 2010-01-07
EP1803853B8 (en) 2010-05-19
ATE444406T1 (en) 2009-10-15
ES2334700T3 (en) 2010-03-15
EP1803853B1 (en) 2009-09-30
HRP20090659T1 (en) 2010-07-31

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