EP1327732B1 - Coffrage de rive pour dalles en béton - Google Patents

Coffrage de rive pour dalles en béton Download PDF

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Publication number
EP1327732B1
EP1327732B1 EP02406137A EP02406137A EP1327732B1 EP 1327732 B1 EP1327732 B1 EP 1327732B1 EP 02406137 A EP02406137 A EP 02406137A EP 02406137 A EP02406137 A EP 02406137A EP 1327732 B1 EP1327732 B1 EP 1327732B1
Authority
EP
European Patent Office
Prior art keywords
plate
reinforcement
panel
formwork
reinforcing
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
EP02406137A
Other languages
German (de)
English (en)
Other versions
EP1327732A1 (fr
Inventor
Giulio Albanese
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.)
System Albanese
Original Assignee
System Albanese
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 System Albanese filed Critical System Albanese
Priority to EP07014365.6A priority Critical patent/EP1842984B1/fr
Publication of EP1327732A1 publication Critical patent/EP1327732A1/fr
Application granted granted Critical
Publication of EP1327732B1 publication Critical patent/EP1327732B1/fr
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
    • 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
    • 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

  • the invention relates to a Abschalplatte for a Deckenrand-shuttering according to the preamble of claim 1, such as in the EP-A-927 796 will be shown.
  • Deckenrandabschalungen in buildings with concrete ceilings can be created in various ways.
  • panels of clay, foamed plastic or other insulating material are often inserted between the sheathing boards, which are arranged flush with the underlying wall.
  • lost ceiling edge shutters are, for example, prefabricated concrete slabs which are fastened to the slab formwork by suitable means. They combine with the liquid concrete of the ceiling and form the face of the ceiling tile.
  • the concrete slabs provide the desired benefits in terms of quality and strength.
  • the DE-U1-8328378 discloses a Deckenrandstellsteller for building in the form of an angle profile, each with a designed as a lightweight sandwich panel vertical and horizontal plate. At least the vertical plate may comprise an insulating layer.
  • the inventive plates can be made with low wall thickness, for example, only a few millimeters.
  • Object of the present invention is to provide a Deckenrand-Abschalplatte that is inexpensive to produce and easy to mount on brackets, has good heat insulating properties and yet is mechanically stable. This object is achieved by a Abschalplatte according to the features of claim 1.
  • Advantageous embodiments of the body are further defined in the dependent claims. It succeeds with the inventive armored shutter made of foamed plastic material, aerated concrete or the like. To provide a lost ceiling edge formwork whose properties in terms of strength, ease of processability and surface quality approach those of concrete. It is much cheaper to manufacture and easier to lay thanks to its low weight.
  • the reinforcement impedes or prevents the damage of the plate by mechanical action before or during concreting. As a result, damage to the concrete structures to be created can be prevented.
  • the terms "flexural strength” and “flexural strength” expressly include generally the property of being able to reduce or prevent undesirable effects of external forces acting on the panel.
  • the low weight and the high bending stiffness allow the production of longer plates 5 than before.
  • the known foamed plates 5 have a maximum length of 1.25 m and must be supported with 3 to 4 brackets.
  • the inventive plates can have an increased length of for example 2.5m, but also 5m or more meters. It can already satisfy two headband to hold the plate.
  • Another advantage of the new plate is that its thickness can be dimensioned much smaller compared to the known plates. Due to the smaller thickness, the statics of the continued over the plate wall is substantially increased. Despite greater length compared to the known plates, the inventive plates can be handled better and can also be used more efficiently. The cutting can be done with a metal or wood saw by hand. Because of the small distance of, for example, 5cm of adjacent holes for holding brackets, even short sections can continue to be used. In a preferred embodiment of the invention abutting one another Slabs of the ceiling edge formwork are easily connected to each other by a retaining plate to be attached to the reinforcement.
  • FIG. 1 is a wall 1 made of concrete, on which a floor or ceiling slab 3 is to be concreted.
  • a ceiling edge Abschalplatte, shortly called plate 5 placed on the wall 1 and is held by means of brackets 7, which are fastened with nails 9 on the slab formwork 11.
  • the slab formwork 11 is held by supports 13 at the desired height h.
  • the plate 5 is designed as a lost element, ie the plate 5 connects after filling the liquid concrete for the ceiling plate 3 with the concrete and the surface 15 forms the end face of the finished ceiling plate 3.
  • a plate is for example from the EP-A1-0927796 known.
  • the inventively designed plate 5 comprises in the first embodiment, a dimensionally stable Arm ists redesign 17, for example in the form of a mesh fabric made of glass or aramid fibers or a steel mesh, which is embedded at a small distance from the inner surface a of the plate 5 in this.
  • a reinforcing grid 17 is arranged between the inner surface a and the outer surface b or between these surfaces a, b.
  • the two reinforcing gratings 17, if two are present, are spaced apart and may be embedded independently in the plate 5, or they may be interconnected as a three-dimensional structure (not shown).
  • the matrix used is a foamed plastics material, aerated concrete and the like, which materials have a low specific density and consequently a low thermal conductivity.
  • the insertion or introduction of the reinforcing mesh 17 in the matrix takes place already in the form in which the foaming of the plastic material, for example polystyrene, or the foaming of sand and additives is carried out.
  • the reinforcing grid 17 are invisible in the finished plate 5 and therefore disturb neither the surface finish of the plate 5, nor their handling.
  • vertically extending bores or channels 19 may be provided between the reinforcing bars 17 at small intervals, which allow insertion of the headband 7 from below and ensure the retention thereof.
  • the plate 5 in the lower and possibly also in the upper region has a smaller thickness, so that the bracket, as in FIG. 1 shown, the plate 5 can leave the side and can be aligned exactly horizontally. The reduction of the plate thickness at the upper edge allows additional fixing of the bracket 7 on the bar. 5
  • FIG. 3 occurs instead of reinforcing bars 17 a multi-folded reinforcing plate 21.
  • This can be made of sheet metal by bending operations or of an extruded plastic profile and is not or only partially, ie not completely, embedded in the interior of the plate 5.
  • two angled portions 23 overhang the inner surface 25 of the plate 5.
  • These angled portions 23 are provided with aligned holes 27 through which the vertical legs of the headband 7 are inserted from below.
  • perforations 29 are also mounted in the reinforcing plate 21 to make a close connection between the plastic mass (matrix) on both sides of the reinforcing plate 21.
  • reinforcing plate 21 6 and 7 two possible embodiments of the reinforcing plate 21 are shown.
  • a dimensionally stable reinforcing grid can occur, which, like the reinforcing plate 21, has angled regions 23, which form the reinforcing plate 21 Projecting plate surface a and through the mesh clearances, the vertical legs of the bracket 7 can be pushed through (no Fig.).
  • reinforcing plates 21 or grids also reinforcing profiles 24 ( Fig. 8 ) or other elements.
  • Such reinforcing profiles 24 may be connected in an arbitrary position, ie vertically, horizontally or at any angle with respect to the plate surface a inclined on the plate surface a or within the plate 5 with this.
  • the reinforcing plate 21 on the plate surface a is the reinforcing plate 21 on the plate surface a as a basis.
  • the plate 5 made of lightweight construction material can be glued or foamed onto the reinforcement plate 21 ( Figure 4 ). It can also be joined together by a positive connection with the plate 5.
  • Such a connection is in Figure 5 shown. It comprises two grooves 31, in which engage the longitudinal edges of the reinforcing plate 21 and in which the reinforcing plate 21 is inserted.
  • cam 35 may also be attached to the plate 5, which engage through corresponding holes in the reinforcing plate 21.
  • the reinforcing plate 21 may also be inserted only on one side into a groove 31.
  • the plates 5 in all embodiments of the invention like the known, made of concrete and in the EP-A1-0927796 disclosed plates are used.
  • the plate 5 is aligned with respect to the underlying wall 1 and the headband 7 are fixed with nails 9 on the slab formwork 11.
  • retaining clips 7, other retaining means which are not described and shown in detail here could also be used.
  • the ceiling edge formwork can be expanded or supplemented by a laterally adjoining the plate 5 further plate 5. To prevent the passage of liquid concrete during concreting the intervening cracks can be foamed.
  • the lateral faces or surfaces c, d of the plates 5 may comprise telescoping elements such as springs and grooves. They can also be designed so that the surfaces c, d can easily overlap.
  • a holding plate 33 FIG. FIG. 9 .
  • the holding plate can be designed so that they are positively slipped over the front end portions of two abutting reinforcing plates 21 can, with recesses 35 of the holding plate 33 with holes 27 of the reinforcing plates 21 overlap such that retaining bracket 7 can be pushed through.
  • the reinforcing plates 21 are partially embedded in the plate 5, or if they are adhered to the plate 5 and a portion of the reinforcing plate 21 is covered with a thin layer of mortar, for example, the height H of in FIG. 9 illustrated holding plate 33 accordingly.
  • the partial covering with mortar or other hardening substance strengthens the connection between the reinforcing plate 21 and the plate 5 and conceals the connecting region, whereby the plate 5 acts more homogeneously.
  • the plates 5 may include additional protection elements or protective profiles 26 in the region of their end faces.
  • FIG. 10 shows a possible embodiment of such a protective profile 26 on the plate surface f, ie that end face which lies in the staggered state of the plate 5 above. It comprises a horizontally and two vertically to the plate surface f arranged protective plates 28, which may not be, partially or completely embedded in the plate 5, and a vertical to the plate surface f arranged anchorage 30.
  • the anchor 30 is embedded or foamed in the plate 5 and may have a wave or jagged surface, thereby ensuring a firm connection with the plate 5 becomes.
  • the anchoring 30 is used to attach and hold the protective profile 26 and the reinforcing plate 21 on or in the plate 5.
  • anchors 30 may be formed in various ways. Preferably, it includes barbs, tongues, teeth or other elements or structures which prevent movement of the protective profile 26 or the reinforcing plate 21 with respect to the plate 5 in one or more directions.
  • Anchoring 30 illustrated could also be formed in the interior of the plate 5 surfaces of the protective plates 28 with sawtooth-like structures (no representation).
  • the protective profile 26 is an aluminum, steel or plastic profile which is attached to the plate 5 so that it is completely covered by the surface b. The plate 5 consequently has a uniform appearance on its surface b, and cold bridges emanating from the surface b can be excluded.
  • the protective elements or protective profiles 26 may also be designed differently, for example in the form of a flat or corrugated sheet (front side vertical to the surface b).
  • Another alternative is to form the reinforcing plates 21, for example, by single or multiple folding so that when they are attached to the plates 5, the function of Protective profiles 26 can take over.
  • the reinforcing plates 21 may be formed in a further alternative without additional edges or kinks, wherein the upper end face of the reinforcing plate 21 may be flush with the surface b of the plate 5 or slightly offset inwardly.
  • the reinforcing plate 21 and the protective profile 26 may therefore be integrally formed. After moving the plates 5, the concreting of the ceiling 3 can take place. Both the plate 5 and the headband 7 remain in the staggered position and the plate 5 forms the end face of the ceiling plate 3 and at the same time it serves as a thermal insulation and prevents a cold bridge.

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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)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (7)

  1. Coffrage de rive pour un coffrage de rive de dalle, comportant une plaque (5) avec une surface intérieure (a), une surface extérieure (b) et quatre surfaces frontales (c, d, e, f) et des logements pour des étriers de maintien (7), caractérisé en ce que la plaque (5) est fabriquée en un seul tenant depuis une masse de matière plastique moussée ou depuis du sable moussé avec des adjuvants ou depuis du béton cellulaire et en ce qu'elle présente des propriétés d'isolation thermique pour empêcher les ponts de froid et en ce que la plaque (5) est reliée à une armature qui augmente la résistance à la flexion et dans lequel des tronçons (23) de cette armature dépassent de la surface intérieure (a) de la plaque (5) et en ce que les logements pour les étriers de maintien (7) sont réalisés sur ces tronçons qui dépassent (23) de l'armature.
  2. Coffrage de rive selon la revendication 1, caractérisé en ce que l'armature comporte une plaque d'armature (21) ou un profil d'armature (24) et en ce que les logements pour les étriers de maintien (7) sont réalisés comme trous en alignement (27).
  3. Coffrage de rive selon l'une ou l'autre des revendications 1 et 2, caractérisé en ce que l'armature comporte un grillage d'armature (17) en acier ou en fil d'acier et en ce que les logements pour les étriers de maintien (7) sont réalisés comme espaces de maillage libres.
  4. Coffrage de rive selon l'une des revendications 1 à 3, caractérisé en ce que l'armature est reliée à la plaque (5) par collage ou par projection.
  5. Coffrage de rive selon l'une des revendications 1 à 3, caractérisé en ce que l'armature est noyée en partie dans la plaque (5).
  6. Coffrage de rive selon l'une des revendications 1 à 3, caractérisé en ce que l'armature est reliée à la plaque (5) par une liaison par coopération de formes.
  7. Coffrage de rive selon la revendication 6, caractérisé en ce qu'au moins une rainure (31) est réalisée sur la plaque (5) et en ce que l'armature (17, 21, 24) est insérée dans cette rainure (31).
EP02406137A 2001-12-24 2002-12-23 Coffrage de rive pour dalles en béton Expired - Lifetime EP1327732B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP07014365.6A EP1842984B1 (fr) 2001-12-24 2002-12-23 Plaque de coffrage profilée de bordure de dalle en béton

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH23382001 2001-12-24
CH23382001 2001-12-24

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP07014365.6A Division EP1842984B1 (fr) 2001-12-24 2002-12-23 Plaque de coffrage profilée de bordure de dalle en béton
EP07014365.6 Division-Into 2007-07-21

Publications (2)

Publication Number Publication Date
EP1327732A1 EP1327732A1 (fr) 2003-07-16
EP1327732B1 true EP1327732B1 (fr) 2012-05-02

Family

ID=4568658

Family Applications (2)

Application Number Title Priority Date Filing Date
EP02406137A Expired - Lifetime EP1327732B1 (fr) 2001-12-24 2002-12-23 Coffrage de rive pour dalles en béton
EP07014365.6A Expired - Lifetime EP1842984B1 (fr) 2001-12-24 2002-12-23 Plaque de coffrage profilée de bordure de dalle en béton

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP07014365.6A Expired - Lifetime EP1842984B1 (fr) 2001-12-24 2002-12-23 Plaque de coffrage profilée de bordure de dalle en béton

Country Status (2)

Country Link
EP (2) EP1327732B1 (fr)
AT (1) ATE556186T1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014115680A1 (de) 2013-10-30 2015-04-30 Pakon Ag Verlorenes Abschalelement, Abschalung damit sowie Verwendungen davon

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1026388C2 (nl) * 2004-06-11 2005-12-15 O & P Res And Dev Werkwijze voor het vervaardigen van een bouwconstructie, alsmede bekisting daarvoor.
EP1736608B1 (fr) * 2005-06-22 2008-03-19 MAAG, Ulrich Elément de bord de toit
EP1947256B1 (fr) 2007-01-17 2016-03-23 Pino Albanese Dispositif de coffrage
EP1947257B1 (fr) 2007-01-17 2019-03-13 Pino Albanese Elément de décoffrage
AT524240B1 (de) * 2020-09-29 2022-06-15 Harra Stefan Abschalvorrichtung

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL200773A (fr) * 1954-10-08 Noetzel Gerhard
US3759009A (en) * 1971-01-28 1973-09-18 Gordon T Kinder Composite load bearing panels
DE8328378U1 (de) * 1983-10-03 1984-01-05 Bauer, Anton, 7107 Neckarsulm Deckenrandabsteller fuer bauzwecke
CH668797A5 (en) * 1985-02-21 1989-01-31 Walter Egger Shuttering member for floor slabs - has plate on shank orthogonal to floor slab, forming front shuttering
DE8505592U1 (de) * 1985-02-27 1985-06-27 Prix-Werk Wiehofsky GmbH, 8913 Schondorf Wärmedämmende Deckenrand-Schalung
DE19758238A1 (de) * 1997-12-30 1999-07-29 Giulio Albanese Schalungssystem
DE19932335A1 (de) * 1999-07-10 2001-01-25 Primus Gmbh Spezialplatten Fue Schalplatte

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102014115680A1 (de) 2013-10-30 2015-04-30 Pakon Ag Verlorenes Abschalelement, Abschalung damit sowie Verwendungen davon

Also Published As

Publication number Publication date
EP1842984A2 (fr) 2007-10-10
EP1842984B1 (fr) 2016-09-28
EP1842984A3 (fr) 2008-11-26
EP1327732A1 (fr) 2003-07-16
ATE556186T1 (de) 2012-05-15

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