EP1842984A2 - Plaque de coffrage profilée de bordure de dalle en béton - Google Patents

Plaque de coffrage profilée de bordure de dalle en béton Download PDF

Info

Publication number: EP1842984A2
Authority: EP; European Patent Office
Prior art keywords: plate; reinforcement; reinforcing; profile; protective
Prior art date: 2001-12-24
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

EP07014365A

Other languages

German (de)

English (en)

Other versions

EP1842984A3 (fr

EP1842984B1 (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.)

2001-12-24

Filing date

2002-12-23

Publication date

2007-10-10

2002-12-23 Application filed by System Albanese filed Critical System Albanese

2007-10-10 Publication of EP1842984A2 publication Critical patent/EP1842984A2/fr

2008-11-26 Publication of EP1842984A3 publication Critical patent/EP1842984A3/fr

2016-09-28 Application granted granted Critical

2016-09-28 Publication of EP1842984B1 publication Critical patent/EP1842984B1/fr

2022-12-23 Anticipated expiration legal-status Critical

Status Expired - Lifetime legal-status Critical Current

Links

Images

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 lightweight construction panel for use in a ceiling edge shuttering according to the preamble of patent claim 1.
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. As a result, the range of application extends considerably, since there is no measurable reduction in the statics of the wall.
Object of the present invention is to provide a ceiling edge Abschalplatte that is inexpensive to produce, has good heat insulating properties and yet is protected from damage by mechanical action.
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 with 3 to 4 brackets. be supported.
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.
abutting plates of the ceiling edge formwork can be easily connected to one another by a retaining plate to be fastened to the reinforcement.
FIG. 1 shows a concrete wall 1 to 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 by means of brackets 7, which with Nails 9 are mounted on the slab formwork 11, held.
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 plate 5 may comprise a dimensionally stable reinforcing body 17, for example in the form of a mesh fabric made of glass or aramid fibers or a steel mesh, which is embedded in 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 shown in Figure 1, the plate 5 can leave the side and can be aligned exactly horizontal. The reduction of the plate thickness at the upper edge allows additional fixation of the bracket 7 on the plate. 5
a multi-folded reinforcing plate 21 In a second embodiment according to Figure 3 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.
Tower over it For example, two angled portions 23, 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 shows two possible embodiments of the reinforcing plate 21.
a dimensionally stable reinforcing grid can be used, which, like the reinforcing plate 21, has angled regions 23 which project beyond the plate surface a and through which mesh clearances the vertical limbs of the retaining clips 7 can be pushed (not shown).
reinforcing plates 21 or grids also reinforcing profiles 24 (Fig. 8) or other elements can be used.
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 is located on the Plate surface a as a basis.
the plate 5 made of lightweight construction material can be glued or foamed onto the reinforcing plate 21 (FIG. 4). It can also be joined together by a positive connection with the plate 5.
Such a connection is shown in FIG. 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, 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 could be used which are not closer here described and shown, find use.
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. Furthermore, it is possible to hold adjacent plates 5 together by means of a holding plate 33 (FIG. 9).
the retaining plate may be formed so that it can be positively slipped over the front end portions of two abutting reinforcing plates 21, wherein recesses 35 of the holding plate 33 with holes 27 of the reinforcing plates 21 overlap such that retaining bracket 7 can be pushed therethrough.
the reinforcing plates 21 are partially embedded in the plate 5, or if they are glued 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 the retaining plate 33 shown in Figure 9 decreases 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 in the region of their end faces according to the invention comprise protective profiles 26.
Figure 10 shows a possible embodiment of such a protective profile 26 on the plate surface f, ie that end face, which is 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.
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.
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 profiles 26 may be configured 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 they, when they are attached to the plates 5, can take over the function of the protective profiles 26.
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.

Landscapes

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)

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

Applications Claiming Priority (2)

Application Number	Priority Date	Filing Date	Title
CH23382001		2001-12-24
EP02406137A EP1327732B1 (fr)	2001-12-24	2002-12-23	Coffrage de rive pour dalles en béton

Related Parent Applications (1)

Application Number	Title	Priority Date	Filing Date
EP02406137A Division EP1327732B1 (fr)	2001-12-24	2002-12-23	Coffrage de rive pour dalles en béton

Publications (3)

Publication Number	Publication Date
EP1842984A2 true EP1842984A2 (fr)	2007-10-10
EP1842984A3 EP1842984A3 (fr)	2008-11-26
EP1842984B1 EP1842984B1 (fr)	2016-09-28

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 Before (1)

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

Country Status (2)

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

Families Citing this family (6)

* 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.
DE502006000477D1 (de) *	2005-06-22	2008-04-30	Ulrich Maag	Dachrandeement
EP1947255B1 (fr)	2007-01-17	2019-03-13	Pino Albanese	Armature pour plaques de décoffrage
EP1947256B1 (fr)	2007-01-17	2016-03-23	Pino Albanese	Dispositif de coffrage
CH708754B1 (de)	2013-10-30	2017-08-31	Pakon Ag	Verlorenes Abschalelement, Abschalung mit einem solchen Abschalelement sowie Verwendungen dieses Abschalelements.
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
BE541857A (fr) *	1954-10-08
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

2002
- 2002-12-23 EP EP02406137A patent/EP1327732B1/fr not_active Expired - Lifetime
- 2002-12-23 EP EP07014365.6A patent/EP1842984B1/fr not_active Expired - Lifetime
- 2002-12-23 AT AT02406137T patent/ATE556186T1/de active

Also Published As

Publication number	Publication date
EP1842984A3 (fr)	2008-11-26
EP1842984B1 (fr)	2016-09-28
EP1327732B1 (fr)	2012-05-02
EP1327732A1 (fr)	2003-07-16
ATE556186T1 (de)	2012-05-15

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Publication	Publication Date	Title
DE69128482T2 (de)	1998-04-09	Plattenmodul aus geschäumtem kunststoff mit versetzten t-förmigen längskanälen für hölzerne stützen
EP2146017A1 (fr)	2010-01-20	Composant pour dalles de plancher ou de toiture ainsi que procédé destiné à la fabrication d'un composant
DE202004004965U1 (de)	2004-06-09	Schalungselement
WO2008092664A2 (fr)	2008-08-07	Élément de construction
DE10147831B4 (de)	2006-11-02	Ständerwand
EP1842984B1 (fr)	2016-09-28	Plaque de coffrage profilée de bordure de dalle en béton
EP3543416B1 (fr)	2023-06-07	Élément de plafond bois-béton
DE102010025042A1 (de)	2011-12-22	Stahlträger für Fertigteildecken
DE3501148A1 (de)	1986-07-17	Bausatz zum erstellen verblendeter, freistehender, boeschungen begrenzender und/oder abstuetzender waende
DE2348943A1 (de)	1974-04-11	Zusammenhaengende elemente zur errichtung von gebaeuden
EP1592852B1 (fr)	2007-06-27	Corps de coffrage perdu
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EP3926117B1 (fr)	2025-02-19	Système composite d'isolation thermique, façade pourvue de système composite d'isolation thermique, ainsi que son procédé de construction
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EP1947255B1 (fr)	2019-03-13	Armature pour plaques de décoffrage
EP1918469B1 (fr)	2010-12-01	Système de raccordement d'isolation thermique
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