EP2199477B1 - Elément de coffrage - Google Patents

Elément de coffrage Download PDF

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Publication number
EP2199477B1
EP2199477B1 EP09014963.4A EP09014963A EP2199477B1 EP 2199477 B1 EP2199477 B1 EP 2199477B1 EP 09014963 A EP09014963 A EP 09014963A EP 2199477 B1 EP2199477 B1 EP 2199477B1
Authority
EP
European Patent Office
Prior art keywords
formwork
formwork element
element according
wall
plane
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
EP09014963.4A
Other languages
German (de)
English (en)
Other versions
EP2199477A3 (fr
EP2199477A2 (fr
Inventor
Willibald Fischer
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.)
FWR Solutions GmbH
Original Assignee
FWR Solutions GmbH
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 FWR Solutions GmbH filed Critical FWR Solutions GmbH
Publication of EP2199477A2 publication Critical patent/EP2199477A2/fr
Publication of EP2199477A3 publication Critical patent/EP2199477A3/fr
Application granted granted Critical
Publication of EP2199477B1 publication Critical patent/EP2199477B1/fr
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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6806—Waterstops
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/085—End form panels for walls

Definitions

  • the invention relates to a formwork element for a Stirnabschalung.
  • Shuttering elements for Stirnabschalungen be used for shuttering of faces of concrete components, in particular for the separation of successive pouring concrete sections.
  • Such formwork elements produce depending on the design z.
  • the formwork element is installed transversely to the concreting limiting lateral formwork elements, but has a width which is less than the distance between the two side molds.
  • a formwork element is known, the formwork panel is penetrated in its outer edge portions of the legs U-shaped bracket, which are part of a basket structure of the formwork element. As a result, an outwardly open mounting bracket is formed, such as for attachment to formwork wood parts.
  • the invention has for its object to provide a formwork element that is easy and quick to install and requires no damage to the frame formwork.
  • the concrete cover strip can be attached to the Stirnabschalung, so that the frame formwork is spared, and what may possibly happen outside of the formwork cavity, since the Betondeckungsangn must always be in the range of Stirnabschalung.
  • the support and fastening device ensures that the Betondeckungsang receives its correct position and maintains this during installation of Stirnabschalung.
  • the invention Stirnabschalung is formed in a simple manner as a holder for a continuous through both concreting reinforcements, since here edge open receiving recesses are formed for the reinforcement. These receiving recesses are closed by the concrete cover strip, so that a position securing for the reinforcement is achieved.
  • receiving recess formed as a fitting recess, i. adapted to the dimensions of the usual, standardized reinforcing bars, that the reinforcing rod sits firmly or only with minimal play in the receiving recess.
  • the formwork element 1 includes a formwork wall 2, which preferably consists of a selectively concrete permeable, ie perforated material, preferably made of expanded metal of different, located on the market embodiments.
  • a formwork wall 2 which preferably consists of a selectively concrete permeable, ie perforated material, preferably made of expanded metal of different, located on the market embodiments.
  • the shuttering wall 2 includes planar portions 2a and 2b, respectively, which are aligned with each other and define a plane E which represents the principal plane of the later working joint.
  • the remaining design of the formwork element 1 is not critical, but it depends on the application, whether the formwork element 1 is provided, for example, with a trapezoidal out of the plane E bent, central toothing rib 2c, as shown in Fig. 1 is shown, or has a holder for a joint or water barrier or adapted to other purposes.
  • At least one, preferably two opposite edge regions of the formwork wall 2 are provided with a supporting and fastening device 3 for a concrete cover strip 4, which extend transversely, preferably at right angles, to the plane E and protrude beyond the plane E.
  • a concrete cover strip 4 which extend transversely, preferably at right angles, to the plane E and protrude beyond the plane E.
  • Fig. 1 is, for better clarity, only in Fig. 1 Rear edge region 2e provided with the concrete cover strip 4, while the concrete cover strip 4 was omitted at the front edge portion 2d.
  • the support and fastening device 3 for the concrete cover strip 4 is formed in the illustrated embodiment as a bend of the edge region 2d or 2e of the formwork wall 2, wherein the edges of the bendable expanded metal mesh of the formwork wall 2 were bent substantially perpendicular to the plane E.
  • the angled edge regions 2d thereby form a supporting surface 5 for the concrete cover strip 4, which specifies the position of the concrete cover strip 4 exactly.
  • the width b of the angled edge region 2d, 2e corresponds approximately to the width B of the concrete cover strip 4.
  • the supporting and fastening device 3 further contains fastening means, which in this case consist in at least one opening 6 which extends at a suitable location through the support surface 5 extends and which can receive a fastening means, preferably a screw 7. If the formwork material of the formwork wall 2 consists of an expanded metal or another perforated material, such as a perforated plate or the like., The already existing there holes for screwing the screws 7 can be used.
  • the formwork element 1 further comprises receiving recesses 8, which are designed for receiving and positioning of reinforcing bars 9.
  • the receiving recesses 8 are designed as slots which extend from the edge region 2d, 2e of the shuttering wall 2 into this, substantially perpendicular to the outer edge.
  • the depth of the receiving recesses 8 corresponds to the width b of the support surface 5 plus the diameter of the reinforcing rod 9.
  • the height h of the receiving recess 8 corresponds to the diameter of the reinforcing rod 9.
  • the bottom or lower boundary 8a of each receiving recess 8 is circularly rounded, this Measure and the dimensions cause the reinforcing rod 9 is seated in the receiving recess as in a fitting recess and is fixed in position there.
  • the material thickness can also be included in the dimensions, so that an even better adaptation to the dimensions of the reinforcing rod, which is standardized, is possible.
  • the receiving recesses 8 are expediently cut into the material.
  • the formwork element according to the invention is prefabricated from the factory, wherein the formwork wall 2 tailored, provided with the central structures, for example, the trapezoidal toothed rib 2c by bending, the receiving recesses 8 cut and the edge regions 2d, 2e are bent up substantially perpendicular to the plane E, that they project on that side of the plane E, and only on this side, to which the concrete cover strip 4 is to be attached.
  • the formwork wall 2 tailored provided with the central structures, for example, the trapezoidal toothed rib 2c by bending, the receiving recesses 8 cut and the edge regions 2d, 2e are bent up substantially perpendicular to the plane E, that they project on that side of the plane E, and only on this side, to which the concrete cover strip 4 is to be attached.
  • the formwork wall 2 tailored provided with the central structures, for example, the trapezoidal toothed rib 2c by bending, the receiving recesses 8 cut and the edge regions 2d, 2e are bent up substantially perpendicular to the
  • the invention can also be used in formwork elements that are not provided from the outset with receiving recesses for a continuous reinforcement.
  • the support and fastening device can continue to be formed only by partially angled or partially provided support.
  • the support and fastening device could also be retrofitted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Claims (8)

  1. Elément de coffrage (1) pour assurer un coffrage frontal, comprenant une paroi de coffrage (2) définissant un plan (E) et formant au niveau d'au moins une zone de bordure (2d respectivement 2e), un dispositif d'appui et de fixation (3), caractérisé en ce que la paroi de coffrage (2) est réalisée en un matériau flexible pouvant être plié et la zone de bordure (2d respectivement 2e) est coudée perpendiculairement au plan (E) et forme une surface d'appui (5) d'un barreau couvre-joint de béton fixé à celle-ci à l'aide de moyens de fixation (6, 7).
  2. Elément de coffrage selon la revendication 1, caractérisé en ce que le dispositif d'appui et de fixation (3) ne fait saillie du plan (E) de la paroi de coffrage (2), que d'un seul côté du plan (E).
  3. Elément de coffrage selon l'une des revendications 1 à 2, caractérisé en ce que dans la paroi de coffrage (2) sont prévus des évidements d'accueil (8), qui sont destinés au positionnement d'éléments d'armature de renfort (9), et qui sont ouverts en bordure.
  4. Elément de coffrage selon la revendication 3, caractérisé en ce que la paroi de coffrage (2) est réalisée en un matériau pouvant être découpé, et les évidements d'accueil (8) sont découpés dans le matériau de la paroi de coffrage (2).
  5. Elément de coffrage selon la revendication 3 ou la revendication 4, caractérisé en ce que l'évidement d'accueil (8) est réalisé en tant qu'évidement ajusté destiné à accueillir une barre d'armature de renfort (9).
  6. Elément de coffrage selon la revendication 1, caractérisé en ce que le moyen de fixation (6, 7) comprend au moins un trou (6) dans le dispositif d'appui et de fixation (3).
  7. Elément de coffrage selon l'une des revendications 1 à 5, caractérisé en ce que la paroi de coffrage (2) est réalisée en métal déployé.
  8. Elément de coffrage selon la revendication 6 ou la revendication 7, caractérisé en ce que le moyen de fixation (6, 7) comprend une ouverture (6) dans le métal déployé, accueillant de préférence une vis (7).
EP09014963.4A 2008-12-18 2009-12-02 Elément de coffrage Active EP2199477B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200820016759 DE202008016759U1 (de) 2008-12-18 2008-12-18 Schalungselement

Publications (3)

Publication Number Publication Date
EP2199477A2 EP2199477A2 (fr) 2010-06-23
EP2199477A3 EP2199477A3 (fr) 2012-08-01
EP2199477B1 true EP2199477B1 (fr) 2017-02-15

Family

ID=40459464

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09014963.4A Active EP2199477B1 (fr) 2008-12-18 2009-12-02 Elément de coffrage

Country Status (2)

Country Link
EP (1) EP2199477B1 (fr)
DE (1) DE202008016759U1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112727072B (zh) * 2020-12-24 2023-02-28 广东天凛高新科技有限公司 现浇墙体的施工方法
DE102021107467A1 (de) 2021-03-25 2022-09-29 Max Frank GmbH & Co Kommanditgesellschaft Abschalelement für den Betonbau

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9203275U1 (de) * 1992-03-11 1993-07-08 Peca-Verbundtechnik GmbH, 8312 Dingolfing Schalung
DE19500937C2 (de) * 1995-01-14 1998-10-01 Sven Obernolte Absperrelement
DE19905691A1 (de) * 1999-02-11 2000-08-17 Dausend Hans Werner Halterung für ein Fugenband
DE202005019397U1 (de) 2005-12-12 2007-04-19 Fwr Solutions Gmbh Schalungselement
ATE435347T1 (de) * 2006-11-09 2009-07-15 Fwr Solutions Gmbh Schalungsteil mit versteifungseinrichtung

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
DE202008016759U1 (de) 2009-03-19
EP2199477A3 (fr) 2012-08-01
EP2199477A2 (fr) 2010-06-23

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