EP2199477A2 - Elément de coffrage - Google Patents

Elément de coffrage Download PDF

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Publication number
EP2199477A2
EP2199477A2 EP09014963A EP09014963A EP2199477A2 EP 2199477 A2 EP2199477 A2 EP 2199477A2 EP 09014963 A EP09014963 A EP 09014963A EP 09014963 A EP09014963 A EP 09014963A EP 2199477 A2 EP2199477 A2 EP 2199477A2
Authority
EP
European Patent Office
Prior art keywords
shuttering
formwork
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.)
Granted
Application number
EP09014963A
Other languages
German (de)
English (en)
Other versions
EP2199477B1 (fr
EP2199477A3 (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
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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.
  • 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 possibly also Can happen outside of the formwork cavity, since the Betondeckungselfn must always be in the range of Stirnabschalung.
  • the support and fastening device ensures that the Betondeckungsrau receives its correct position and maintains this during installation of Stirnabschalung.
  • the support and fastening device can be provided where a concrete cover strip is to be attached, which should preferably be done on one side of the plane defined by the formwork wall.
  • the supporting and fastening device can be produced particularly easily in the case of bendable formwork walls by angling the edge areas to be provided with concrete cover strips.
  • 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 supporting 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)
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 true EP2199477A2 (fr) 2010-06-23
EP2199477A3 EP2199477A3 (fr) 2012-08-01
EP2199477B1 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

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9203275U1 (fr) * 1992-03-11 1993-07-08 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
DE19500937A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Absperrelement
DE19905691A1 (de) * 1999-02-11 2000-08-17 Dausend Hans Werner Halterung für ein Fugenband
EP1921225A1 (fr) * 2006-11-09 2008-05-14 FWR Solutions GmbH Élément de coffrage avec raidissement

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202005019397U1 (de) 2005-12-12 2007-04-19 Fwr Solutions Gmbh Schalungselement

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9203275U1 (fr) * 1992-03-11 1993-07-08 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
DE19500937A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Absperrelement
DE19905691A1 (de) * 1999-02-11 2000-08-17 Dausend Hans Werner Halterung für ein Fugenband
EP1921225A1 (fr) * 2006-11-09 2008-05-14 FWR Solutions GmbH Élément de coffrage avec raidissement

Also Published As

Publication number Publication date
EP2199477B1 (fr) 2017-02-15
EP2199477A3 (fr) 2012-08-01
DE202008016759U1 (de) 2009-03-19

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