HRP20090659T1 - 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 Download PDF

Info

Publication number
HRP20090659T1
HRP20090659T1 HR20090659T HRP20090659T HRP20090659T1 HR P20090659 T1 HRP20090659 T1 HR P20090659T1 HR 20090659 T HR20090659 T HR 20090659T HR P20090659 T HRP20090659 T HR P20090659T HR P20090659 T1 HRP20090659 T1 HR P20090659T1
Authority
HR
Croatia
Prior art keywords
excavation
verticality
diaphragm
control
manufactured
Prior art date
Application number
HR20090659T
Other languages
Croatian (hr)
Inventor
Grava Mauro
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 HRP20090659T1 publication Critical patent/HRP20090659T1/en

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)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Exhaust-Gas Circulating Devices (AREA)
  • Diaphragms And Bellows (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Load-Bearing And Curtain Walls (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.

Claims (3)

1. Metoda izrade trajnog vertikalnog potpornog zida formiranog od panela kojima se kontrolira i prilagođuje vertikalitet iskopa, korištenjem metalnog zglobnog držača na kraćoj strani rečenog panela, iskop koji je napravljen pomoću hidrauličke košare, sa metalnom vodilicom na bočnoj strani iskopa, usporedno sa prethodno izrađeni panelom, a rečena metalna vodilica je sadržana na metalnom zglobnom držaču po cijeloj dubini iskopa, a vertikalitet iskopa se kontrolira i prilagođuje tijekom cijelog iskopa pomoću metalne vodilice naznačeno time da je metalna vodilica opremljena kontrolnim uređajem koji neprestano kontrolira vertikalitet iskopa i dodatnog uređaja koji prilagođuje vertikalitet po potrebi.1. The method of creating a permanent vertical retaining wall formed by panels that control and adjust the verticality of the excavation, using a metal hinged holder on the shorter side of said panel, an excavation that was made using a hydraulic basket, with a metal guide on the side of the excavation, in comparison with the previously made panel , and said metal guide is contained on a metal hinged holder throughout the depth of the excavation, and the verticality of the excavation is controlled and adjusted throughout the excavation using the metal guide, indicated by the fact that the metal guide is equipped with a control device that constantly controls the verticality of the excavation and an additional device that adjusts the verticality by need. 2. Metoda izrade sukladno zahtjevu 1, naznačena time da se tlo iskopava prema dolje do planirane dubine, otklanja se zglobni držač pomoću tlačnog uređaja te se ponovno postavlja zglobni držač na suprotnoj strani iskopa.2. The production method according to claim 1, indicated by the fact that the soil is excavated downwards to the planned depth, the hinged holder is removed using a pressure device and the hinged holder is re-installed on the opposite side of the excavation. 3. Metoda izrade sukladno zahtjevu 1, naznačena time da je fleksibilni zglob sadržanu u zglobnom držaču, postavljanjem zglobnog držača u iskop uz kraću stranu nasuprot prethodno izrađenom panelu i otpuštanjem zgloba nakon što se beton izlio i stvrdnuo. 3. The production method according to claim 1, indicated by the fact that the flexible joint is contained in the joint holder, by placing the joint holder in the excavation along the shorter side opposite the previously made panel and releasing the joint after the concrete has been poured and hardened.
HR20090659T 2006-01-03 2009-12-11 Method for creation underground diaphragm walls carried out with control and adjustment of the vertical positions and diaphragm wall so manufactured HRP20090659T1 (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
HRP20090659T1 true HRP20090659T1 (en) 2010-07-31

Family

ID=36072015

Family Applications (1)

Application Number Title Priority Date Filing Date
HR20090659T HRP20090659T1 (en) 2006-01-03 2009-12-11 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
PL1803853T3 (en) 2010-03-31
EP1803853B8 (en) 2010-05-19
ATE444406T1 (en) 2009-10-15
EP1803853A1 (en) 2007-07-04
DE602006009472D1 (en) 2009-11-12
SI1803853T1 (en) 2010-03-31
ES2334700T3 (en) 2010-03-15
EP1803853B1 (en) 2009-09-30
PT1803853E (en) 2010-01-07

Similar Documents

Publication Publication Date Title
US5542782A (en) Method and apparatus for in situ installation of underground containment barriers under contaminated lands
HRP20090659T1 (en) Method for creation underground diaphragm walls carried out with control and adjustment of the vertical positions and diaphragm wall so manufactured
CN104099943B (en) Diaphram wall and discarded underground civil defense engineering intersection processing method
AU2012315417A1 (en) Retaining wall construction using site compaction and excavation
CN111945671B (en) Construction method of concrete tooth wall at channel toe
CN104074195B (en) A kind of method controlling the outer surface subsidence of foundation ditch by horizontal grouting
CN105350575A (en) Reverse construction method for underground continuous wall
KR20210043402A (en) The safty construction method of the side ditch using the hardening agent
CN107142955A (en) A kind of open caisson construction method
CN110080209A (en) Cast-in-place pile construction method in deep backfill
JP2009280982A (en) Self-propelled construction machinery for slope finishing compaction method, and slope finishing compaction method using the same
CN102966169B (en) Automatic baffle of foundation ditch
CN105604588B (en) A kind of engineering turns to the installation method of support
JP2018102136A (en) Construction method of ridge waterproof wall and construction device of ridge waterproof wall
CN108729475A (en) Underground structure multi-layer combined type expansion joint waterproof construction method
CN206448264U (en) The board-like compacting head of long range pipe trench hydraulic flat
KR102598917B1 (en) Temporary retaining apparatus for construction of underground facilities
CN205875173U (en) Assembled work well structure
US10151077B2 (en) Apparatus and method for enhanced clamshell loader grading control
BE1017761A6 (en) METHOD FOR INSTALLING TUBES IN THE SOIL, UNDER THE GROUND WATER LEVEL.
CN107964958A (en) A kind of deep foundation pit precast overlaps pile construction method
JP3806641B2 (en) Construction method of underground structure and underground structure
JPS61151314A (en) Method and device of building underground wall body
CN114658449A (en) Tunnel underground excavation pipe shed guide pipe drilling construction precision control method
JP2554916Y2 (en) Compact shovel compaction device