EP1222344B1 - Bewehrung für eine betonstahlwand - Google Patents

Bewehrung für eine betonstahlwand Download PDF

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Publication number
EP1222344B1
EP1222344B1 EP00971469A EP00971469A EP1222344B1 EP 1222344 B1 EP1222344 B1 EP 1222344B1 EP 00971469 A EP00971469 A EP 00971469A EP 00971469 A EP00971469 A EP 00971469A EP 1222344 B1 EP1222344 B1 EP 1222344B1
Authority
EP
European Patent Office
Prior art keywords
spacers
wall
walls
gratings
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.)
Expired - Lifetime
Application number
EP00971469A
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English (en)
French (fr)
Other versions
EP1222344A1 (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
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Individual
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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

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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.
  • This technique has the advantage of allowing the evacuation of excess water from the concrete.
  • 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.
  • 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.
  • This lost formwork can be used to obtain vertical or horizontal walls.
  • 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.
  • This formwork is therefore foldable despite the orientation of the spacers which constitute, when the support structure is in the unfolded position, a triangulated structure.
  • 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 a 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 threads define 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, maintains the bars and bars and / or spacers.
  • the spacers are thus produced by spring steel pins.
  • FIG. 6 represents an exemplary embodiment of locking clips for horizontal and vertical armatures / hook.

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)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Fencing (AREA)

Claims (7)

  1. Armierung (1) für eine Betonwand, die umfasst:
    - zwei parallele Wände (2, 3), die jeweils aus Stahlstäben (Beschlägen) gebildet sind, die in zwei Richtungen senkrecht zueinander angeordnet sind, wobei diese Wände (2, 3) durch Abstandsstücke (4, 5) in dem erforderlichen Abstand voneinander gehalten werden, wobei diese Struktur außerdem auf mindestens einer ihrer Verschalungs-Oberflächen eine für Wasser durchlässige Struktur aufweist, welche die Aggregate (Zuschlagstoffe) zurückhält und das überschüssige Wasser aus dem Flüssigbeton entweichen lässt, wobei diese Armierung dadurch gekennzeichnet ist, dass:
    - eine Wand (2) der beiden parallelen Wände (2, 3) aus zwei voneinander unabhängigen Gittern aufgebaut ist,
    - ein Gitter (2A) der beiden voneinander unabhängigen Gitter (2A, 2B) mittels einer ersten Anordnung von Abstandsstücken (4) mit der anderen Wand (3) verbunden ist, und
    - das andere Gitter (2B) dieser Wand ebenfalls mit der anderen Wand (3) verbunden ist durch eine zweite Anordnung von Abstandsstücken (5), die unabhängig sind von den Abstandsstücken (4) der ersten Anordnung, sodass bei der Verschiebung der Gitter in einer Richtung entgegengesetzt zueinander und entlang einer Achse parallel zur Ebene der Gitter der Abstand der Wände voneinander modifiziert wird.
  2. Armierung nach Anspruch 1, dadurch gekennzeichnet, dass
    - die Abstandsstücke (4) der ersten Anordnung von Abstandsstücken sich in ersten Ebenen erstrecken, die parallel zueinander und schräg (geneigt) sind gegenüber einer Ebene senkrecht zu den beiden parallelen Wänden,
    - die Abstandsstücke (5) der zweiten Anordnung von Abstandsstücken sich ebenfalls in zweiten parallelen Ebenen erstrecken, die schräg (geneigt) sind gegenüber einer Ebene senkrecht zu den beiden parallelen Wänden,
    - die ersten und zweiten Ebenen ihrerseits sich überschneiden und einander abwechseln (alternieren).
  3. Armierung nach Anspruch 1 nach 2, dadurch gekennzeichnet, dass die Abstandsstücke (4, 5) erhalten worden sind durch zickzack-förmiges Biegen eines Drahtes, der hinter bestimmten Gitterstäben verankert ist.
  4. Armierung nach Anspruch 3, dadurch gekennzeichnet, dass die Verankerungsstellen der zickzack-förmig gebogenen Drähte der ersten Anordnung von Abstandsstücken für eine Wand aus Gitterstäben oder Beschlägen mit geraden Nummern hergestellt sind, während die Verankerungsstellen der zickzack-förmig gebogenen Drähte der zweiten Anordnung von Abstandsstücken für die gleiche Wand aus Gitterstäben mit ungeraden Nummern hergestellt sind.
  5. Armierung nach Anspruch 1, dadurch gekennzeichnet, dass die beiden Gitter (2A, 2B) durch Verbindungseinrichtungen (10) in einem vorgegebenen Abstand voneinander gehalten werden, wobei die Verbindungseinrichtungen eine Führungseinrichtung zur Verschiebung der beiden Gitter in einer Ebene parallel zu beiden Gittern umfassen.
  6. Armierung nach Anspruch 5, dadurch gekennzeichnet, dass die Verbindungseinrichtungen (10) aus einem Rückhalteelement oder einer elastischen Nadel bestehen, die um den Stahlstab herum zwei Klammern (11, 12) oder Bügel bilden, die durch einen elastischen Steg (13) miteinander verbunden sind, der durch Wechselwirkung mit einem Querstab die Stangen und Stäbe und/oder Abstandsstücke festhält.
  7. Einweg-Verschalung, die auf mindestens einer ihrer Verschalungsoberflächen eine wasserdurchlässige Struktur aufweist, welche die Aggregate (Zuschlagstoffe) zurückhält und das überschüssige Wasser aus dem flüssigen Beton entweichen lässt, dadurch gekennzeichnet, dass sie eine Armierung nach einem der Ansprüche 1 bis 6 umfasst.
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 EP1222344A1 (de) 2002-07-17
EP1222344B1 true 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)

Families Citing this family (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001098600A1 (en) * 2000-06-21 2001-12-27 Fearn Richard N 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
WO2003010397A1 (fr) * 2001-07-24 2003-02-06 Coffor Internacional Exploração De Patentes Lda Mur en beton arme realise par coffrage perdu
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
PL208862B1 (pl) * 2003-11-03 2011-06-30 Polyfinance Coffor Holding S A Szalunek ściany betonowej o wysokiej wytrzymałości
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.
WO2010003211A1 (en) * 2008-07-11 2010-01-14 Saulro Inc. Panel interlocking system
US8733055B2 (en) * 2008-10-13 2014-05-27 Nv Bekaert Sa Masonry with steel reinforcement strip having spacers
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
US20150132535A1 (en) * 2012-05-01 2015-05-14 MCT Mesh Contruction Technology Holding B.V. Sandwich panel, method of building such a sandwich panel, a core of such a sandwich panel, and a building built of a plurality of such sandwich panels
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
AU2017377663B2 (en) * 2016-12-14 2024-02-08 Inquik Ip Holdings Pty Ltd Support module for a structure
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

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1684195A (en) * 1926-11-23 1928-09-11 Russell C Olmsted Reenforcement for concrete structures
US2389238A (en) * 1940-12-20 1945-11-20 Phillips William Arthur Composite structure and structural element
US3347007A (en) * 1964-12-18 1967-10-17 Jesse R Hale Embedded spaced truss structures
US3559355A (en) * 1966-03-10 1971-02-02 Inland Ryerson Construction Pr Building construction system and components therefor
US3721058A (en) * 1969-05-26 1973-03-20 Gen Dynamics Corp Reinforced wall structure
US3844083A (en) * 1970-12-04 1974-10-29 J Farley Wall made of a plurality of interconnected collapsible modules and method of assembly
US4104842A (en) * 1977-02-25 1978-08-08 Rockstead Raymond H Building form and reinforcing matrix
US4336676A (en) * 1977-12-05 1982-06-29 Covington Brothers, Inc. Composite structural panel with offset core
US4366657A (en) * 1980-03-05 1983-01-04 Fred Hopman Method and form for mechanically pouring adobe structures
AT396274B (de) * 1991-04-23 1993-07-26 Avi Alpenlaendische Vered Bewehrungskoerper fuer eine deckenplatte
FR2692303A1 (fr) * 1992-06-11 1993-12-17 Coffratherm Ste Civile Invente Coffrage pour réaliser un mur en béton et mur notamment chauffant obtenu.
US5528876A (en) * 1994-05-09 1996-06-25 Lu; Sin-Yuan Wall structure for buildings
DE29602697U1 (de) * 1995-08-01 1996-11-28 Fischer, Willibald, 84130 Dingolfing Schalung
FR2745315B1 (fr) * 1996-02-26 1998-05-15 Dauron Francoise Procede de realisation d'un mur en beton coule entre deux parois collaborantes et moyens pour la mise en oeuvre du procede
JP3090909B2 (ja) * 1998-10-19 2000-09-25 株式会社クギン 型枠形成ユニットおよび型枠形成方法
US6295770B1 (en) * 1999-12-29 2001-10-02 Chyi Sheu Steel frame building structure

Also Published As

Publication number Publication date
CN1158442C (zh) 2004-07-21
ATE265590T1 (de) 2004-05-15
CN1382241A (zh) 2002-11-27
EP1222344A1 (de) 2002-07-17
MA25504A1 (fr) 2002-07-01
US6691486B1 (en) 2004-02-17
CA2387977C (fr) 2006-06-06
FR2800112A1 (fr) 2001-04-27
ES2219408T3 (es) 2004-12-01
PL354517A1 (en) 2004-01-26
FR2800112B1 (fr) 2002-05-24
DE60010306T2 (de) 2005-01-13
CA2387977A1 (fr) 2001-04-26
JP2003512547A (ja) 2003-04-02
AU1031901A (en) 2001-04-30
WO2001029346A1 (fr) 2001-04-26
MXPA02004018A (es) 2003-09-25
DE60010306D1 (de) 2004-06-03

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