DE602006009472D1 - Method for the production of diaphragm walls with control and correction of the vertical position and diaphragm wall produced in this way - Google Patents

Method for the production of diaphragm walls with control and correction of the vertical position and diaphragm wall produced in this way

Info

Publication number
DE602006009472D1
DE602006009472D1 DE602006009472T DE602006009472T DE602006009472D1 DE 602006009472 D1 DE602006009472 D1 DE 602006009472D1 DE 602006009472 T DE602006009472 T DE 602006009472T DE 602006009472 T DE602006009472 T DE 602006009472T DE 602006009472 D1 DE602006009472 D1 DE 602006009472D1
Authority
DE
Germany
Prior art keywords
diaphragm
procedure
control
correction
production
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.)
Active
Application number
DE602006009472T
Other languages
German (de)
Inventor
Mauro Grava
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.)
EUROGEO Srl
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 DE602006009472D1 publication Critical patent/DE602006009472D1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04—Guide devices; Guide frames
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits
    • 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
    • E02D5/185—Bulkheads or similar walls made solely of concrete in situ with flexible joint members between sections

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Exhaust-Gas Circulating Devices (AREA)
  • Diaphragms And Bellows (AREA)

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.
DE602006009472T 2006-01-03 2006-01-03 Method for the production of diaphragm walls with control and correction of the vertical position and diaphragm wall produced in this way Active DE602006009472D1 (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
DE602006009472D1 true DE602006009472D1 (en) 2009-11-12

Family

ID=36072015

Family Applications (1)

Application Number Title Priority Date Filing Date
DE602006009472T Active DE602006009472D1 (en) 2006-01-03 2006-01-03 Method for the production of diaphragm walls with control and correction of the vertical position and diaphragm wall produced in this way

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
PT1803853E (en) 2010-01-07
SI1803853T1 (en) 2010-03-31
ES2334700T3 (en) 2010-03-15
EP1803853B1 (en) 2009-09-30
ATE444406T1 (en) 2009-10-15
EP1803853A1 (en) 2007-07-04
PL1803853T3 (en) 2010-03-31
EP1803853B8 (en) 2010-05-19
HRP20090659T1 (en) 2010-07-31

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Legal Events

Date Code Title Description
8364 No opposition during term of opposition