EP1618266B1 - A method for making coating walls - Google Patents

A method for making coating walls Download PDF

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Publication number
EP1618266B1
EP1618266B1 EP04724618.6A EP04724618A EP1618266B1 EP 1618266 B1 EP1618266 B1 EP 1618266B1 EP 04724618 A EP04724618 A EP 04724618A EP 1618266 B1 EP1618266 B1 EP 1618266B1
Authority
EP
European Patent Office
Prior art keywords
horizontal layer
panels
concrete
uprights
panel
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
EP04724618.6A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1618266A1 (en
Inventor
Claudio Luchini
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.)
Nuova Ceval Srl
Original Assignee
Nuova Ceval 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 Nuova Ceval Srl filed Critical Nuova Ceval Srl
Publication of EP1618266A1 publication Critical patent/EP1618266A1/en
Application granted granted Critical
Publication of EP1618266B1 publication Critical patent/EP1618266B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8682—Mixed technique using permanent and reusable forms

Definitions

  • the present invention relates to a method for making coating walls, in particular for integrating existing constructions and foundations, reinforcing masonry that has deteriorated, and setting a barrier to an embankment, and a coating wall made by such a method.
  • a known technique is to provide, in a position facing the surface to be coated, formwork supported only on the outside by particular anchoring structures and then to cast the concrete in the space delimited by said formwork. Once the concrete has hardened, the formwork must be dismantled, with consequent penalization in terms of the overall times and costs of the works carried out.
  • a known technique is to fill and/or plaster existing walls and to raise additional walls up against existing constructions.
  • FR-A-531710 discloses a method for making coating walls, as defined in the preamble of claim 1.
  • the purpose of the present invention is to provide a method for making coating walls by casting concrete for filling, which will enable the drawbacks outlined above to be overcome in a simple and inexpensive way, in particular eliminating the need to use complex equipment and cranes for lifting.
  • the reference number 1 designates, as a whole, a wall for coating a vertical surface 2 defined by an existing wall.
  • the wall 1 is made by constructing, first, a base 3 defining a base surface 4 and/or a horizontal positioning guide (not illustrated) and by forming, on the surface 4 or on the aforesaid guide, a horizontal row 5 of vertical, modular, rectangular panels 6, made preferably of concrete.
  • the panels 6 are set in positions alongside one another and facing the surface 2 after construction of a metal supporting frame 8 has been started, by fixing a plurality of vertical uprights 9 to the base 3 in positions that are aligned and equidistant from one another.
  • the panels 6 of the first horizontal row are stiffened and blocked by means of equipment of a known type (not illustrated herein) so as to form the self-supporting base for the panels that will be positioned on top, as is explained in greater detail in what follows.
  • the panels 6 have a height smaller than that of the uprights 9, define, along their own side edges, respective vertical grooves 10 and are slid into place from above, each one between a corresponding pair of uprights 9, by sliding the grooves 10 along respective side flanges 11 of the uprights 9 themselves.
  • each cross member 12 is anchored to the surface 2 by fixing a horizontal rail 15 to the surface 2 and by fixing the horizontal rail 15 in turn to the cross member 12 by means of one or more horizontal spacer elements 16.
  • a first casting of concrete is then carried out in order to start to fill the space between the panels 6 and the surface 2 and to obtain a first horizontal layer 18 of concrete, the top layer of which is lower than the top edge 14.
  • a horizontal row 20 of panels 19, which are the same as the panels 6, is formed.
  • the row 20 is set on top of the row 5 by sliding a bottom terminal portion 21 of the panels 19 between the top ends 22 of the uprights 9.
  • the construction of the frame 8 is then continued by piling a plurality of uprights 23, which form a prolongation of the uprights 9 between the panels 19 for a height such as to allow one top end 24 of the uprights 23 to project from a top edge 25 of the panels 19 and by arranging a row of horizontal retention cross members 26 along the top edge 25 itself in a manner similar to what was described above for the cross members 12.
  • a second casting of concrete is carried out in order to form a second horizontal layer 27 of concrete, which is set on top of the layer 18 and has a top level comprised between the top edge 14 of the panels 6 and the top end 22 of the uprights 9.
  • a plurality of uprights 31 is inserted from above between the panels 30 as prolongation of the uprights 23, and a row of cross members 32 is set along the top edge 33 of the panels 30 in a manner similar to what was described above for the uprights 23 and the cross members 12, 26.
  • a third casting of concrete is carried out in order to form a third horizontal layer 34 of concrete, which is set on top of the layer 27 and has a top level comprised between the top end 24 of the uprights 23 and the top edge 25 of the panels 19.
  • the process can continue in a manner similar to what has been described above, making other rows of panels on top of the row 29 and performing successive castings of concrete in order to fill progressively the space between the surface 2 and the containment structure 36 constituted by the set of frames 8 and the panels.
  • each casting of concrete could be carried out after two or more horizontal rows of panels, instead of just one, have been constrained to the surface 2 using the elements 16.
  • Figure 4 illustrates a different application, which regards the coating of an embankment 38.
  • the structure 36 remains separate from the embankment 38 in so far as it would be somewhat complex to fix the rails 15 in a stable and correct position. Notwithstanding this, the particular modality of performing the castings of concrete to fill in "by layers" enables a solid wall 1 to be obtained without the structure 36 being deformed or yielding as a result of the pressure exerted during the successive castings of the concrete.
  • the procedure is simpler and involves less encumbrance as compared to a possible insertion of the panels 30 from above between the top ends 24 of the uprights 23. This latter procedure can in any case be carried out as required.
  • each layer of concrete holds a corresponding portion of the structure 36 in place and performs the function of support for the subsequent castings.
  • the panels 6, 19, 30 are set at a particularly contained distance, for example 3 cm, from the surface 2 in so far as the panels 6, 19, 30 form an integral part of the wall 1 and do not require additional external supporting structures designed to be dismantled once the coating is completed.
  • the frame 8 could be made in a way different from what is described herein.
  • horizontal spacer elements 16 could be bent downwards and not secured to vertical surface 2 so as they could remain embedded in the relative horizontal layer of concrete. In this way, it would be possible to improve the strength of the modular construction to the trust exerted on the panels by fresh concrete during casting.
  • horizontal spacer elements 16 could be secured to anchoring members inserted in the concrete during casting.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Mechanical Engineering (AREA)
  • Electrochemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP04724618.6A 2003-04-01 2004-03-31 A method for making coating walls Expired - Lifetime EP1618266B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITTO20030250 ITTO20030250A1 (it) 2003-04-01 2003-04-01 Metodo per la realizzazione di pareti di rivestimento.
PCT/EP2004/050401 WO2004088064A1 (en) 2003-04-01 2004-03-31 A method for making coating walls

Publications (2)

Publication Number Publication Date
EP1618266A1 EP1618266A1 (en) 2006-01-25
EP1618266B1 true EP1618266B1 (en) 2016-11-16

Family

ID=33105057

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04724618.6A Expired - Lifetime EP1618266B1 (en) 2003-04-01 2004-03-31 A method for making coating walls

Country Status (3)

Country Link
EP (1) EP1618266B1 (it)
IT (1) ITTO20030250A1 (it)
WO (1) WO2004088064A1 (it)

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2008234382A1 (en) 2007-04-02 2008-10-09 Cfs Concrete Forming Systems Inc. Methods and apparatus for providing linings on concrete structures
CN101970770B (zh) 2007-11-09 2012-10-03 Cfs混凝土模板系统公司 用于模板系统的枢转活动连接器部件以及使用该枢转活动连接器部件的方法
WO2009092158A1 (en) 2008-01-21 2009-07-30 Octaform Systems Inc. Stay-in-place form systems for windows and other building openings
CA2853735C (en) * 2009-01-07 2016-09-13 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US8943774B2 (en) * 2009-04-27 2015-02-03 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US8793953B2 (en) 2009-02-18 2014-08-05 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
EP2591186B1 (en) 2010-07-06 2019-05-01 CFS Concrete Forming Systems Inc. Push on system for repairing structures
WO2013075250A1 (en) 2011-11-24 2013-05-30 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
WO2013075251A1 (en) 2011-11-24 2013-05-30 Cfs Concrete Forming Systems Inc. Stay-in place formwork with engaging and abutting connections
CA2988025C (en) 2012-01-05 2018-08-14 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
EP2800852B1 (en) 2012-01-05 2017-01-04 CFS Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
WO2015081445A1 (en) 2013-12-06 2015-06-11 Cfs Concrete Forming Systems Inc. Structure cladding trim components and methods for fabrication and use of same
WO2015149187A1 (en) 2014-04-04 2015-10-08 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay- in-place form-work systems
WO2017065716A1 (en) * 2015-10-16 2017-04-20 Mustafa Ozsut Concrete wall production method with on-site casting
WO2017113016A1 (en) 2015-12-31 2017-07-06 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
WO2018184103A1 (en) 2017-04-03 2018-10-11 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
AU2018386751A1 (en) 2017-12-22 2020-08-06 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
CA3128405A1 (en) 2019-02-08 2020-08-13 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR531710A (fr) * 1920-08-25 1922-01-19 Perfectionnements à la construction de murs et autres bâtiments, et aux carreaux correspondants
FR1076879A (fr) * 1953-05-13 1954-11-02 Construction armée au moyen d'éléments préfabriqués
ZW18583A1 (en) * 1982-08-25 1983-11-09 Gordon Macdonald Robertson A method of construction
DE3422871A1 (de) * 1984-06-20 1986-01-02 Ingenieurbüro Dipl.-Ing. Dietrich von Berg, 7000 Stuttgart Verfahren und vorrichtung zum nachtraeglichen ausbetonieren von vorhandenen kellerraeumen, tunnel und dergleichen
FR2647839B1 (fr) * 1989-05-31 1991-09-20 Durand Philippe Elements prefabriques de coffrage et procede de construction de murs
IT1300919B1 (it) * 1998-05-19 2000-05-29 Studio Arch Claudio Luchini Modulo di finitura prefabbricato per la realizzazione di costruzioniedilizie e costruzioni edilizie cosi' ottenute.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
ITTO20030250A1 (it) 2004-10-02
EP1618266A1 (en) 2006-01-25
WO2004088064A1 (en) 2004-10-14

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