EP1921225B1 - Élément de coffrage avec raidissement - Google Patents

Élément de coffrage avec raidissement Download PDF

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Publication number
EP1921225B1
EP1921225B1 EP06023370A EP06023370A EP1921225B1 EP 1921225 B1 EP1921225 B1 EP 1921225B1 EP 06023370 A EP06023370 A EP 06023370A EP 06023370 A EP06023370 A EP 06023370A EP 1921225 B1 EP1921225 B1 EP 1921225B1
Authority
EP
European Patent Office
Prior art keywords
shuttering
panel
formwork
diagonal struts
region
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.)
Not-in-force
Application number
EP06023370A
Other languages
German (de)
English (en)
Other versions
EP1921225A1 (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
Priority to EP06023370A priority Critical patent/EP1921225B1/fr
Priority to DE502006004145T priority patent/DE502006004145D1/de
Priority to AT06023370T priority patent/ATE435347T1/de
Publication of EP1921225A1 publication Critical patent/EP1921225A1/fr
Application granted granted Critical
Publication of EP1921225B1 publication Critical patent/EP1921225B1/fr
Not-in-force 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
    • 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
    • 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
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • 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
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Definitions

  • Formwork for concrete construction must withstand a not inconsiderable concrete pressure. It is therefore customary to provide formwork and formwork materials with a stiffening, which is particularly useful or necessary when relatively thin-walled formwork materials, such as sheets or panels are used in a variety of forms, mesh mats or expanded metal.
  • the stiffening is often done by so-called lattice girders, which are prefabricated structures of a plurality of struts, which are assembled in a certain way and interconnected. For example, there are flat lattice girders in which two longitudinal bars or longitudinal straps are arranged parallel to each other and connected together in this position by diagonal struts.
  • lattice girders are then connected with one of their longitudinal bars with the formwork material of the formwork panel so that they extend with their main plane substantially perpendicular to the plane of the formwork panel.
  • a formwork material which is reinforced in this way, for example, from DE 100 37 193 known.
  • the known formwork material is additionally stiffened on the opposite side of the lattice girder with transverse bars, whereby the formwork material is difficult and expensive to manufacture.
  • the invention has for its object to provide a formwork part that is easy and easy to manufacture, and versatile.
  • the embodiment according to the invention provides a formwork part which is stiffened both transversely and longitudinally in a simple manner by using a stiffening device with diagonal struts lying in two planes, whereby it is easy and simple to manufacture. It can be used directly as formwork as it is because it has sufficient stiffening in both directions.
  • the inventive Molded part shaped and designed so that it can be a variety of formwork in a simple manner, even on the construction site, produce.
  • the production is further simplified if one of the known lattice girders is used as stiffening device, wherein preferably a flat lattice girder is used, which was bent at right angles in the region of its diagonal struts.
  • the universal applicability of the formwork part is decisively improved when the plane of the panel perpendicular to the formwork portions of the stiffener extends along an edge of the formwork panel.
  • a perforated formwork material is used, which allows use of the formwork part as a lost formwork.
  • the formwork part according to the invention can be used in pairs for the production of joint formwork with brackets for elastic joint tapes or with welded joint plate, but can also be used as Randabschalung or as joint formwork without joint tape for soles or ceilings as it is.
  • the formwork part 1 contains a formwork panel 2 made of a comparatively thin-walled material.
  • the material for the formwork panel 2 any material used for peeling, but preferably the formwork panel 2 consists of a perforated material, such as an expanded sheet metal, a perforated plate, a grid mat, or other openwork materials, whereby the formwork part 1 particularly to the use as lost formwork is adjusted.
  • the formwork panel 2 has the shape of an elongated rectangle of plug metal, in Fig. 4 , which is indicated for reasons of clarity only in certain areas.
  • the formwork panel 2 is provided with a stiffening device 3.
  • the stiffening device 3 includes a first region 3a, which extends in a first plane parallel to the plane of the formwork panel 2 and is fixedly connected to the formwork panel 2, in particular by welding.
  • the parallel region 3a preferably extends over substantially an entire width b of the formwork panel 2, from one edge to the opposite edge.
  • the stiffening device 3 further includes a second region 3b, which directly adjoins the first region 3a and is connected thereto.
  • the second region 3b extends in a second plane, which runs essentially perpendicular to the switching board 2.
  • the term "substantially” is intended here to describe a desired angle of 90 ° to the formwork panel 2, but also include angle deviations that arise, for example, by unintentional deformations or manufacturing inaccuracies, but do not disturb the planned function of the formwork part 1 or even prevent.
  • the plane in which the vertical portion 3b of the stiffener 3 is located extends along an edge of the formwork panel 2, the parallel portion 3a extending from this edge to the opposite edge.
  • Both the parallel region 3a and the vertical region 3b contain diagonal struts 4.
  • struts are defined which lie with their respective sections within the first or second plane, but one to the other plane of 90 °, ie that the diagonal strut 4 in the parallel region 3a obliquely to the plane of the vertical region 3b, and the diagonal strut 4 in the vertical region 3b obliquely to the plane of the parallel region 3a runs.
  • Two groups of diagonal bars 4 are provided, one group being inclined in one direction, ie enclosing an acute angle to the adjacent plane, and the diagonal bars of the other group being inclined in the other direction.
  • the diagonal bars of the groups are arranged alternately, so that along the longitudinal extension of the formwork panel 2 in each case follow one or more diagonal bars which are inclined in one direction, one or more diagonal bars which are inclined in the opposite direction.
  • the inclination of the diagonal bars 4 and their arrangement in the planes of the parallel and vertical areas 3a, 3b preferably takes place regularly and symmetrically.
  • the parallel longitudinal edges 2a and 2b can be bent inwards in a protective manner, preferably around the longitudinal bar 6 or around the transition between the parallel areas 3a and 3b the vertical area 3b happens.
  • These folded-over edge regions 2a, 2b are not drawn in all figures, but may be provided in all embodiments.
  • the diagonal strut pairs can also be arranged in reverse, ie be fastened with their free ends to the longitudinal bar 6 of the parallel area 3a.
  • the diagonal struts 4 of the lattice girder 7 are bent along the dash-dotted bend line 8 approximately in the middle between the longitudinal bars 5, 6 at an angle of substantially 90 °, so that from the lattice girder 7, the stiffening device 3 with the angle of 90 ° mutually standing areas 3a, and 3b of the diagonal struts 4 is.
  • This stiffening device 3 is then combined with the formwork panel 2, wherein the attachment of the stiffening device 3 to the formwork panel 2 in a weldable material for the formwork panel 2 preferably also takes place by welding.
  • the parallel region 3a is directly connected to the formwork panel 2 or indirectly, for example via the longitudinal bar 6, a separate welding rod or the like., That the vertical portion 3b along one edge of the formwork panel 2 extends and the parallel portion 3a substantially until extends to the opposite edge of the formwork panel 2. Subsequently, if appropriate, the edge regions 2a, 2b are bent upwards / inwards into an injury-protected position.
  • Fig. 8 shows another embodiment of a flat lattice girder 37, in which the diagonal struts are formed by a snake 4c, ie a wavy curved bar, the vertices either only one side, as shown, or on both sides by a longitudinal bar (shown the longitudinal bar 5 of the vertical portion 3b) are interconnected.
  • a snake 4c ie a wavy curved bar
  • the vertices either only one side, as shown, or on both sides by a longitudinal bar (shown the longitudinal bar 5 of the vertical portion 3b) are interconnected.
  • Fig. 9 shows a second embodiment of a formwork part 100 according to the invention, which corresponds to the formwork part 1 except for the details described below wherein the same or comparable components are denoted by the same reference numerals and are not explained again.
  • the formwork part 100 includes a formwork panel 2 and a stiffening means 3.
  • the stiffening means 3 consists in the illustrated embodiment of a spatial lattice girder 47.
  • the spatial lattice girder 47 includes three longitudinal bars 105, 106 and 107.
  • the longitudinal bars 105, 106 and 107 are by diagonal struts 4 interconnected.
  • the lattice girder 47 is not made by bending the diagonal struts 4, but the longitudinal bars 105 and 106 are each connected via their own diagonal struts 4 with the central longitudinal bar 107.
  • the Diagonal struts in the form of two diagonal struts 4c ago as they are based on a flat lattice girder in Fig.
  • the lattice girder 47 can thus be produced, for example, in that two of the in Fig. 8 shown, flat lattice girder over a further longitudinal or ridge bar 107 are connected to each other at right angles. Then, the lattice girder 47 is connected in the same way as the lattice girders described so far with the formwork panel 2, the longitudinal bar 107 lying in the middle between the two longitudinal bars 5, 6 running along one edge of the formwork panel 2 and the parallel area 3a with the longitudinal bar 6 ends, which extends along the opposite longitudinal edge of the formwork panel 2.
  • FIGS. 10 and 11 show the formwork part 1 as it is, as edge or Fugenabschalung (construction joint or expansion joint) can be used for a blanket or a sole.
  • Fig. 10 is simply the vertical area 3b used as a base 9.
  • the formwork panel 2 extends perpendicular to a substrate 10 and can be used for producing a construction joint or expansion joint or a rim.
  • the formwork element 11 consists of two formwork parts 1, the mirror image with adjacent parallel areas 3a against each other and placed on the intermediate joint plate 12th connected to each other, preferably welded together (welding point S), are.
  • the formwork panels 2 of both formwork parts 1 in the same direction.
  • Fig. 13 shows a further joint formwork 21, which was prepared using two formwork parts 1.
  • This joint form 21 is designed to receive an elastic joint tape.
  • the two formwork parts 1, in turn mirror images of each other with mutually facing vertical areas 3b, but this time at a distance from each other, arranged and connected to each other by means of at least one bracket 13.
  • the bracket 13 has a substantially U-shaped portion 13a, which creates the necessary clearance for the joint tape, not shown, and extends in its inner region substantially parallel to the vertical Bgur 3b.
  • the bracket 13 further has two legs 13b, 13c which extend substantially parallel to the parallel areas 3a of both formwork parts 1 and preferably extend over the entire width of the parallel areas 3a of both formwork parts 1.

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

Claims (14)

  1. Elément de coffrage (1, 100) avec une plaque de coffrage (2) à laquelle est fixé un dispositif de raidissement (3) comprenant au moins une membrure longitudinale (5, 6, 107) et des entretoises diagonales (4), les entretoises diagonales (4) étant situées au moins par zones (3b) dans un plan qui est globalement perpendiculaire à la plaque de coffrage (2), caractérisé en ce que le dispositif de raidissement (3) comporte par ailleurs des entretoises diagonales (4) situées dans une zone (3a) qui s'étend dans un plan parallèle au plan de la plaque de coffrage (2) et reliées solidement, directement ou indirectement, à la plaque de coffrage (2).
  2. Elément de coffrage selon la revendication 1, caractérisé en ce que le dispositif de raidissement (3) se compose d'un support à treillis (7, 17, 27, 37, 47).
  3. Elément de coffrage selon la revendication 2, caractérisé en ce que le support à treillis (7, 17, 27, 37) contient au moins une première membrure longitudinale (5) et des entretoises diagonales (4), les zones (3a, 3b) étant formées par les entretoises diagonales (4) pliées globalement à angle droit.
  4. Elément de coffrage selon l'une des revendications 1 à 3, caractérisé en ce que le plan de la zone (3b) du dispositif de raidissement (3) qui est perpendiculaire à la plaque de coffrage (2) longe un bord de ladite plaque (2).
  5. Elément de coffrage selon l'une des revendications 1 à 4, caractérisé en ce que les entretoises diagonales (4) sont reliées entre elles au niveau de leurs extrémités espacées de la plaque de coffrage (2).
  6. Elément de coffrage selon l'une des revendications 1 à 5, caractérisé en ce que la zone (3a) parallèle au plan de la plaque de coffrage (2) s'étend d'un bord de ladite plaque (2) au bord opposé.
  7. Elément de coffrage selon l'une des revendications 1 à 6, caractérisé en ce que les entretoises diagonales (4) sont conçues comme des entretoises individuelles (4b) ou comme des paires d'entretoises diagonales en V (4a) ou comme un élément sinueux continu (4c).
  8. Elément de coffrage selon l'une des revendications 1 à 7, caractérisé en ce que les entretoises diagonales (4) sont reliées dans la zone parallèle (3a) par au moins une barre longitudinale (6, 107) qui est reliée directement ou indirectement à la plaque de coffrage (2).
  9. Elément de coffrage selon l'une des revendications 1 à 8, caractérisé en ce que la plaque de coffrage (2) contient une bande de matériau de coffrage ajouré, en particulier de tôle métallique étirée.
  10. Procédé pour fabriquer un élément de coffrage (1) avec une plaque de coffrage (2) à laquelle est fixé un dispositif de raidissement (3) comprenant des entretoises diagonales (4), caractérisé en ce qu'un support à treillis (7, 17, 27, 37) comportant les entretoises diagonales (4) est plié globalement suivant un angle de 90° au niveau d'une ligne de pliage (8) dans la zone des entretoises (4), et en ce qu'une zone (3a) du support à treillis (7, 17, 27, 37) est fixée à plat sur la plaque de coffrage (2) de telle sorte que l'autre zone (3b) dépasse globalement à angle droit de ladite plaque (2).
  11. Coffrage à joints (11) composé de deux éléments de coffrage (1, 100) selon l'une des revendications 1 à 9 qui sont disposés de telle sorte que leurs zones (3b) perpendiculaires aux plaques de coffrage (2) soient tournées l'une vers l'autre, et qui sont reliés par une tôle de joint (12) soudée entre les deux.
  12. Coffrage à joints (21) composé de deux éléments de coffrage (1, 100) selon l'une des revendications 1 à 9 qui sont assemblés solidement à l'aide de pièces en U (13), un couvre-joint flexible pouvant être inséré dans les pièces en U (13).
  13. Utilisation d'un élément de coffrage (1, 100) selon l'une des revendications 1 à 9 comme coffrage de bord ou de joint, la zone (3b) qui dépasse perpendiculairement de la plaque de coffrage (2) étant utilisée comme pied (9) et l'élément de coffrage (1, 100) étant posé avec sa plaque (2) globalement à la verticale par rapport à un support (10).
  14. Utilisation d'un élément de coffrage (1, 100) selon l'une des revendications 1 à 9 comme coffrage de joint, les bords libres de la zone (3b) qui dépasse de la plaque de coffrage (2) et les bords libres de ladite plaque (2) étant utilisés comme pied (19) et l'élément de coffrage (1) étant posé avec sa plaque de coffrage (2) placée globalement suivant un angle de 45° par rapport à un support (10).
EP06023370A 2006-11-09 2006-11-09 Élément de coffrage avec raidissement Not-in-force EP1921225B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP06023370A EP1921225B1 (fr) 2006-11-09 2006-11-09 Élément de coffrage avec raidissement
DE502006004145T DE502006004145D1 (de) 2006-11-09 2006-11-09 Schalungsteil mit Versteifungseinrichtung
AT06023370T ATE435347T1 (de) 2006-11-09 2006-11-09 Schalungsteil mit versteifungseinrichtung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06023370A EP1921225B1 (fr) 2006-11-09 2006-11-09 Élément de coffrage avec raidissement

Publications (2)

Publication Number Publication Date
EP1921225A1 EP1921225A1 (fr) 2008-05-14
EP1921225B1 true EP1921225B1 (fr) 2009-07-01

Family

ID=37859625

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06023370A Not-in-force EP1921225B1 (fr) 2006-11-09 2006-11-09 Élément de coffrage avec raidissement

Country Status (3)

Country Link
EP (1) EP1921225B1 (fr)
AT (1) ATE435347T1 (fr)
DE (1) DE502006004145D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015100183U1 (de) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Schalung für eine Aufkantung

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008016759U1 (de) * 2008-12-18 2009-03-19 Fwr Solutions Gmbh Schalungselement
DE202011102524U1 (de) * 2011-06-28 2012-10-01 Fwr Solutions Gmbh Fugenabdichtvorrichtung für den Betonbau
DE102020109530B3 (de) * 2020-04-06 2021-05-27 Max Frank GmbH & Co. Kommanditgesellschaft Schalungssystem
AT525787B1 (de) * 2022-01-11 2024-06-15 Mmk Holz Beton Fertigteile Gmbh Abschalung hbv decke

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9111725U1 (de) * 1991-09-19 1993-01-28 Fischer, Willibald, 8312 Dingolfing Fugenschalungselement
DE9419215U1 (de) * 1994-11-30 1995-02-23 Rachl, Hermann, 83339 Chieming Gitterträger
DE29606217U1 (de) * 1996-04-04 1997-08-07 Dausend, Hans-Werner, 42289 Wuppertal Fugenbandhalterung
DE29703937U1 (de) * 1997-03-04 1997-04-24 Tiletschke, Lothar, 32130 Enger Fugenbandabschalelement
DE29901159U1 (de) * 1998-01-26 1999-04-15 Pecon Ag, Lostorf Schalungselement zur Erstellung einer Boden-Deckenplatte
DE10037193C2 (de) * 2000-03-09 2003-08-28 Willibald Fischer Schalungsmaterial

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015100183U1 (de) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Schalung für eine Aufkantung

Also Published As

Publication number Publication date
ATE435347T1 (de) 2009-07-15
EP1921225A1 (fr) 2008-05-14
DE502006004145D1 (de) 2009-08-13

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