EP1222344A1 - Bewehrung für eine betonstahlwand - Google Patents

Bewehrung für eine betonstahlwand

Info

Publication number
EP1222344A1
EP1222344A1 EP00971469A EP00971469A EP1222344A1 EP 1222344 A1 EP1222344 A1 EP 1222344A1 EP 00971469 A EP00971469 A EP 00971469A EP 00971469 A EP00971469 A EP 00971469A EP 1222344 A1 EP1222344 A1 EP 1222344A1
Authority
EP
European Patent Office
Prior art keywords
spacers
grids
wall
walls
parallel
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.)
Granted
Application number
EP00971469A
Other languages
English (en)
French (fr)
Other versions
EP1222344B1 (de
Inventor
Philippe Durand
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1222344A1 publication Critical patent/EP1222344A1/de
Application granted granted Critical
Publication of EP1222344B1 publication Critical patent/EP1222344B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • 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
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • 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
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
    • E04C5/167—Connection by means of clips or other resilient elements
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal
    • E04G9/065—Forming boards or similar elements the form surface being of metal the form surface being of wire mesh

Definitions

  • the invention relates to a reinforcement for a concrete wall. It also relates to the use of this frame in a lost formwork.
  • the technique generally consists of fixing these reinforcements on site or even possibly, off site but there is the problem of transport which strongly increases the price because these reinforcements are then bulky. If the technique of pouring concrete using formwork formwork is widely used, a few years ago the technique of lost filtering formwork appeared on the market.
  • This technique has the advantage of allowing excess water to be removed from the concrete. Indeed, with a filtering wall, the concrete contained in the formwork no longer behaves like a fluid creating a hydrostatic pressure, which is proportional to the height of concrete poured above the level considered and therefore, the forces developed by this concrete are much weaker. This allows in particular the use of light formwork which can be put in place without the need for a lifting machine.
  • this filtering formwork is in the form of two walls:
  • the spacers are connected to the formwork walls by joints so that, when one of the formwork walls is moved in translation, the spacers are all folded down on the same side.
  • the spacers are associated with stiffeners on which the expanded metal panels are fixed.
  • stiffeners on which the expanded metal panels are fixed.
  • the invention aims to increase the resistance of the walls. It also aims to improve the performance of lost formwork of the aforementioned type.
  • the subject of the invention is a reinforcement for a concrete wall comprising a support structure consisting of two parallel walls, each formed of fittings arranged in two orthogonal directions and these walls are maintained at the spacing required by spacers, this armature being characterized in that:
  • one of the two parallel walls consists of two grids independent of each other
  • One of the two independent grids is associated with the other wall by a first set of spacers and
  • the other grid of this wall is also associated with the other wall by a second set of spacers independent of those of the first set so that by moving the grids in opposite directions and along an axis parallel to the plane of the grids, the wall spacing is modified. It also relates to the use of this frame.
  • FIG. 7 a perspective view showing the kinetics Referring to the drawing, we see a reinforcement 1 of a concrete wall reinforcement.
  • This lost formwork can be used to obtain vertical or horizontal walls.
  • this formwork comprises a support structure 1 comprising two parallel walls 2, 3 each formed of fittings arranged in two orthogonal directions and these walls 2, 3 are maintained at the spacing required by spacers 4, 5.
  • this frame also has, on at least one of its formwork faces, a permeable structure retaining the aggregates and letting escape. excess water from poured concrete.
  • At least one of the formwork walls is impermeable. According to a characteristic of the invention:
  • - one (2A) of the two independent grids 2A, 2B is associated with the other wall 3 by a first set of spacers 4 and - the other grid 2B of this wall is also associated with the other wall
  • the spacers 4 of the first set of spacers extend in first parallel planes and inclined with respect to a plane perpendicular to the two parallel walls
  • the spacers 5 of the second set of spacers also extend in second parallel planes and inclined with respect to a plane perpendicular to the two parallel walls, - which first and second planes are, intersecting and intersecting.
  • the spacers 4, 5 are, for example, obtained by bending a zigzag wire which hangs behind some of the bars of the grid.
  • the attachment points of the zig zag folded wires of the first set of spacers are, for one wall, materialized by bars or fittings of even numbers while the attachment points of the zig zag wires of the second set of spacers are, for the same wall, materialized by the bars of odd numbers.
  • the zig zag wires delimit diamonds and half-diamonds.
  • the two grids 2A, 2B are held together at a predetermined distance by means of association, which association means comprise means for guiding in translation the two grids in a plane parallel to the two grids.
  • association means 10 are, for example, constituted by a retaining piece or elastic pin forming around the bar two hooks 11, 12 or loops joined by an elastic blade 13 which, by reaction on a transverse bar, holds the bars and bars and / or spacers.
  • the spacers are thus produced by spring steel pins.
  • the springs have a shape studied in order to develop the forces of action and reaction on each of the horizontal and vertical reinforcements. In contact with the bars, these forces develop a friction force proportional to the stiffness of the clip spring.
  • FIG. 6 represents an exemplary embodiment of locking clips for horizontal and vertical armatures / hook.
  • FIG. 5 represents an exemplary embodiment of locking clips for vertical and horizontal reinforcement.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Retaining Walls (AREA)
  • Fencing (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
EP00971469A 1999-10-22 2000-10-20 Bewehrung für eine betonstahlwand Expired - Lifetime EP1222344B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9913463 1999-10-22
FR9913463A FR2800112B1 (fr) 1999-10-22 1999-10-22 Armature pour paroi en beton
PCT/FR2000/002932 WO2001029346A1 (fr) 1999-10-22 2000-10-20 Armature pour paroi en beton

Publications (2)

Publication Number Publication Date
EP1222344A1 true EP1222344A1 (de) 2002-07-17
EP1222344B1 EP1222344B1 (de) 2004-04-28

Family

ID=9551444

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00971469A Expired - Lifetime EP1222344B1 (de) 1999-10-22 2000-10-20 Bewehrung für eine betonstahlwand

Country Status (14)

Country Link
US (1) US6691486B1 (de)
EP (1) EP1222344B1 (de)
JP (1) JP2003512547A (de)
CN (1) CN1158442C (de)
AT (1) ATE265590T1 (de)
AU (1) AU1031901A (de)
CA (1) CA2387977C (de)
DE (1) DE60010306T2 (de)
ES (1) ES2219408T3 (de)
FR (1) FR2800112B1 (de)
MA (1) MA25504A1 (de)
MX (1) MXPA02004018A (de)
PL (1) PL354517A1 (de)
WO (1) WO2001029346A1 (de)

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Publication number Priority date Publication date Assignee Title
AU2001267230A1 (en) * 2000-06-21 2002-01-02 Herbert Walter Bentz Concrete wall forming system using fabric
EP1207240A1 (de) * 2000-11-13 2002-05-22 Pumila-Consultadoria e Servicios Ltda. Schalung für eine Betonwand die auch als Bewehrung wirkt
RU2225921C1 (ru) * 2001-07-24 2004-03-20 Пумила-Консултадориа Э Сервисиос Лтда Армированная бетонная стена, изготовленная с помощью остающейся в ней опалубки
US20060137282A1 (en) * 2002-12-19 2006-06-29 Anvick Theodore E Anvick aperture device and method of forming and using same
US7469459B2 (en) * 2003-09-18 2008-12-30 Zephyros, Inc. System and method employing a porous container for sealing, baffling or reinforcing
US20050102815A1 (en) * 2003-11-03 2005-05-19 L&L Products, Inc. Reinforced members formed with absorbent mediums
BR0318566A (pt) * 2003-11-03 2006-10-10 Polyfinance Coffor Holding S A cofragem com resistência elevada para um muro de betão
EP1624128A1 (de) * 2004-08-03 2006-02-08 C.S.E. Centro Strutture Edili S.r.l. Metallbewehrung für die Herstellung von bewehrten Betonstrukturen auf der Baustelle
CA2496704A1 (fr) * 2005-02-07 2006-08-07 Serge Meilleur Module de coffrage metallique prefabrique pour beton
US8079197B2 (en) * 2007-01-19 2011-12-20 Suarez Sr Felix E Interlocking mesh
ES2315154B1 (es) * 2007-02-13 2009-12-09 Harley Resources, Inc Paneles estructurales conectados para edificaciones.
US20110099932A1 (en) * 2008-07-11 2011-05-05 Roger Saulce Panel interlocking system
EP2334880B1 (de) * 2008-10-13 2017-04-26 NV Bekaert SA Mauerwerk mit stahlverstärkungsstreifen und distanzstücken
JP2011089382A (ja) * 2009-09-25 2011-05-06 As Giken Kk 住宅用基礎パネルユニット、住宅用基礎構造及び住宅用基礎形成方法
WO2012146793A1 (es) * 2011-04-29 2012-11-01 Geo-Hidrol, S.A. Armadura para uso estructural
FR2981097B1 (fr) * 2011-10-10 2014-07-04 Francoise Dauron Dispositif pour realiser des isolations de grande epaisseur.
TWM428973U (en) * 2011-10-28 2012-05-11 Yan-Qing Hong Building structure with stay-in-place mould
EP2644793B1 (de) * 2012-03-28 2016-05-11 SISMO Trading Ltd. Stahlgitterkonfiguration
EP2844802B1 (de) * 2012-05-01 2018-07-11 MCT Mesh Construction Technology Holding B.V. SANDWICHPANEEL und VERFAHREN ZUR HERSTELLUNG SOLCH EINES SANDWICHPANEELS
US8752349B2 (en) * 2012-06-19 2014-06-17 Jesse Westaby Form system with lath covering
RU2519314C1 (ru) * 2013-01-18 2014-06-10 Алексей Николаевич Чеканов Несъемная опалубка
AT516118B1 (de) * 2014-08-12 2016-05-15 Rapperstorfer Hubert Bewehrungselement sowie Verfahren zum Herstellen eines Bewehrungselementes
BR112019012133B1 (pt) * 2016-12-14 2023-03-07 Lifting Point Pre-Form Pty Limited Estrutura, encontro, estrutura de ponte, e método para construir uma estrutura consolidada
PL126714U1 (pl) * 2017-10-19 2019-04-23 Technobud Nowy Sacz Spolka Z Ograniczona Odpowiedzialnoscia Spolka Komandytowa Stalowy prefabrykowany kosz zbrojenia
CN111463569A (zh) * 2020-04-25 2020-07-28 王晨庄 5g建设基于钢筋或钢结构的保护隐藏式天线阵列结构
CN112012385B (zh) * 2020-07-29 2022-02-11 绍兴文理学院 一种防水叠合板及其施工方法
TWI767325B (zh) * 2020-09-14 2022-06-11 莊玉涵 能提高柱軸力以及柱韌性之非同面彎鉤增效圍束雙繫筋工法、以該工法搭建之成品以及用於該工法之繫筋
US11326342B1 (en) * 2020-12-02 2022-05-10 Brian Moody Embedded interlocking cross member blocks

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Also Published As

Publication number Publication date
ES2219408T3 (es) 2004-12-01
PL354517A1 (en) 2004-01-26
DE60010306T2 (de) 2005-01-13
CA2387977C (fr) 2006-06-06
MXPA02004018A (es) 2003-09-25
FR2800112A1 (fr) 2001-04-27
EP1222344B1 (de) 2004-04-28
FR2800112B1 (fr) 2002-05-24
US6691486B1 (en) 2004-02-17
CN1158442C (zh) 2004-07-21
CA2387977A1 (fr) 2001-04-26
AU1031901A (en) 2001-04-30
ATE265590T1 (de) 2004-05-15
DE60010306D1 (de) 2004-06-03
WO2001029346A1 (fr) 2001-04-26
CN1382241A (zh) 2002-11-27
MA25504A1 (fr) 2002-07-01
JP2003512547A (ja) 2003-04-02

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