EP3662116B1 - Ceiling formwork and method for producing a ceiling element - Google Patents

Ceiling formwork and method for producing a ceiling element Download PDF

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Publication number
EP3662116B1
EP3662116B1 EP18745964.9A EP18745964A EP3662116B1 EP 3662116 B1 EP3662116 B1 EP 3662116B1 EP 18745964 A EP18745964 A EP 18745964A EP 3662116 B1 EP3662116 B1 EP 3662116B1
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EP
European Patent Office
Prior art keywords
ceiling
formwork frame
frame
ceiling formwork
permanent
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
EP18745964.9A
Other languages
German (de)
French (fr)
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EP3662116A1 (en
Inventor
Christoph BARON
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.)
Doka GmbH
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Doka GmbH
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Publication date
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Publication of EP3662116A1 publication Critical patent/EP3662116A1/en
Application granted granted Critical
Publication of EP3662116B1 publication Critical patent/EP3662116B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/483Supporting heads
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/486Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G2009/028Forming boards or similar elements with reinforcing ribs on the underside

Definitions

  • the invention relates to a method for producing a ceiling element.
  • EP 1 384 837 A1 discloses a frame construction that can be hung in brackets from uprights and brought into an inclined intermediate position during assembly.
  • FR 2 957 957 A1 discloses a frame structure with posts, a frame and formwork panels. During assembly, the frame is first folded on one side at the uprights 55 and then upwards.
  • EP 1 375 781 A1 likewise shows a frame construction consisting of an outer frame part and an inner frame part which can be pivoted with respect to the outer frame part.
  • the object of the present invention is to alleviate or eliminate at least individual disadvantages of the prior art.
  • the aim of the invention is, in particular, to provide a method with which the use of lost ceiling tiles is made simple and safe.
  • the lost ceiling panel is arranged on the ceiling formwork frame, while the ceiling formwork frame is arranged in the intermediate position inclined from the first in the direction of the second end region towards the floor.
  • the ceiling formwork frame is easily accessible from the ground in order to attach the lost ceiling panel to the ceiling formwork frame.
  • the ceiling formwork frame is preferably arranged at an angle of at least 10 degrees, in particular at least 20 degrees, preferably at least 30 degrees, to a horizontal plane through the connection points of the first end region of the ceiling formwork frame with the ceiling props.
  • the present method enables a safe and simple production of ceiling elements with at least one lost ceiling panel, ie one remaining in the ceiling element.
  • the ceiling element is manufactured by adding concrete to the lost ceiling slab. A ceiling element (or correspondingly a floor element) is thus obtained, which can advantageously have a finished underside. Any reworking can therefore be reduced.
  • the formwork can be made easier to prepare for the next casting process. The cleaning of the formwork can also be simplified.
  • the location and direction information relate to a horizontal state of use of the ceiling formwork frame for pouring the ceiling element.
  • the ceiling formwork frame can, however, also be arranged inclined to the horizontal in order to produce an inclined ceiling element.
  • a ... panel is preferably used as the lost ceiling panel.
  • the lost ceiling panel is preferably made from a material from the group consisting of plaster of paris, wood, wood composite material, plastic, steel, aluminum and / or a combination thereof.
  • the Lost ceiling panels can have reinforcements, such as glass fibers, or reinforcement.
  • the lost ceiling plate has markings on the upper side (ie on the side facing away from the floor) which preferably illustrate a line plan for the ceiling element in order to allow the installation of lines, such as electrical lines or pipelines, on the lost before concreting To facilitate ceiling panel.
  • the lost ceiling panel is inserted into a holder of the ceiling formwork frame for connection to the ceiling formwork frame.
  • the lost ceiling panel can be connected to the bracket of the ceiling formwork frame in the intermediate position without tools.
  • the holder preferably has a support surface for placing the lost ceiling plate on.
  • the support surface preferably has a section each along two transverse and two longitudinal sides of a ceiling formwork frame that is rectangular in plan view. It is particularly preferred if the bearing surface extends continuously along the two transverse and the two longitudinal sides of the ceiling formwork frame. Accordingly, a circumferential support is preferably provided for the lost ceiling plate.
  • the lost ceiling panel advantageously does not protrude beyond the longitudinal and transverse sides of the ceiling formwork frame. Due to the lack of overhangs, the safety during shuttering and stripping and the quality of the cast ceiling element are increased.
  • the holder preferably has a holding web which protrudes upward from the support surface.
  • the retaining web preferably has one section each along the two transverse and two longitudinal sides of the ceiling formwork frame. It is particularly preferred if the retaining web extends continuously along the two transverse and the two longitudinal sides of the ceiling formwork frame.
  • the wall thickness of the lost ceiling panel corresponds essentially to the height (ie the vertical extent) of the retaining web, so that the top (ie the side facing the concrete) of the lost ceiling panel is essentially flush with the upper side of the retaining web.
  • the lost ceiling panel is preferably arranged loosely in the holder of the ceiling formwork frame. Due to the dead weight of the lost ceiling panel, a secure arrangement on the ceiling formwork frame can be guaranteed.
  • the ceiling formwork frame is held independently in the intermediate position, with the second end area of the ceiling formwork frame and the lost ceiling panel being spaced from the floor.
  • the slab formwork frame can be positioned in the intermediate position without manual support of the second end area (and without placing the second end area on the ground) before the ceiling formwork frame is pivoted upwards into the position of use via its second end area.
  • the slab formwork frame can have support sections or support receptacles on opposite longitudinal sides in which corresponding pins or noses are received or held on the heads of the slab supports in the intermediate position of the slab formwork frame inclined to the horizontal.
  • the second end region of the ceiling formwork frame can be placed on the floor in the intermediate position.
  • the second end area of the ceiling formwork frame including the lost ceiling panel is pivoted up from the intermediate position with a mounting rod.
  • the assembly rod can have an engaging element at a free end which can be brought into engagement with a transverse frame element at the second end region in order then to displace the ceiling formwork frame upwards with the aid of the assembly rod.
  • an excavation protection is preferably provided between the ceiling props and the ceiling formwork frame, with which the ceiling formwork frame in the swiveled-up position of the ceiling formwork frame against lifting off Slab props is secured.
  • a corresponding anti-lifting device can be provided between the further ceiling supports and the ceiling formwork frame.
  • the excavation safety device preferably has a retaining lug on the ceiling support (or alternatively on the ceiling formwork frame) and a retaining flange on the ceiling formwork frame (or in the alternative design on the ceiling support), which are brought into engagement with one another when the ceiling formwork frame is pivoted up, so that a vertical relative movement is locked between the retaining lug and the retaining flange.
  • the ceiling formwork frame has two longitudinal sides and two transverse sides, with at least one transverse rib extending substantially in the direction of the transverse sides being provided.
  • a plurality of transverse ribs or transverse girders that are spaced apart from one another in the longitudinal direction of the ceiling formwork frame, in particular that run parallel to one another, are provided.
  • the ceiling formwork frame is preferably elongated in the longitudinal direction (i.e. in the direction of the longitudinal sides).
  • At least two ceiling formwork frames are arranged next to one another in the pivoted-up position before the ceiling element together with the lost ceiling panels is poured onto the ceiling formwork frame.
  • two adjacent longitudinal or transverse sides of two ceiling formwork frames can be supported on two common ceiling supports.
  • an intermediate space between facing side surfaces of the lost ceiling panels is filled with a filling compound after the ceiling element has been poured.
  • the space is in particular designed as a negative shape of adjacent retaining webs of the ceiling formwork frame.
  • the gap can be filled with filling compound, for example filler compound, with significantly less effort. If, during concreting, a concrete ridge or a concrete flag is created in the space between the lost ceiling panels, this can be hidden within the filling compound.
  • filling compound for example filler compound
  • a sealing tape is placed along adjacent edge areas on the tops of the lost ceiling panels prior to casting.
  • the sealing tape makes it possible in particular to cover the gaps between the lost ceiling tiles due to tolerances and to prevent the lower ceiling surface from being soiled.
  • a gap can also be closed between the lost ceiling plate and the ceiling formwork frame. Swiveling the frame away can also be made easier.
  • the slab formwork frame preferably has an elevation along its longitudinal sides and / or transverse sides, i.e. an upward curvature.
  • the elevation can be several millimeters to centimeters, for example.
  • the lost ceiling panel in the position of use the lost ceiling panel can be in an upwardly curved state, the panel preferably being arranged on bearing surfaces in the ceiling formwork frame for the lost ceiling panel.
  • This elevation enables the formation of a slight curvature in the cast or resulting ceiling, as a result of which statically induced subsidence in the finished ceiling can subsequently be compensated for in a simple manner without any action.
  • This elevation enables a significant weight reduction in the dimensioning of the ceiling formwork frame with regard to the evenness of the finished ceiling element.
  • the ceiling props or the at least one further ceiling prop can be removed or transferred to an inclined rest position. After that, the slab formwork frame in the Intermediate position can be arranged. The slab formwork frame can then be detached from the slab props remaining in the supporting position and removed.
  • Fig. 1 shows a ceiling formwork 1 for concreting a ceiling element 2 (see Fig. 12 , 14th ).
  • the ceiling formwork 1 has two ceiling supports 3 for supporting a first (longitudinal) end region 4 of a ceiling formwork frame 5 and two further ceiling supports 6 for supporting a second end region 7 of the ceiling formwork frame 5.
  • a lost ceiling plate 8 is arranged on the ceiling formwork frame 5, which thus remains in the ceiling formwork element 2 after concreting. Accordingly, the ceiling plate 8 is designed as permanent formwork.
  • the ceiling formwork 1 has three further ceiling formwork frames 9, on which further permanent ceiling panels 10 are arranged.
  • the other ceiling formwork frames together with other lost ceiling panels 10 are supported on additional ceiling supports 11.
  • the further ceiling formwork frames 9 are preferably configured in accordance with the ceiling formwork frame 5 and the further lost ceiling panels 10 are configured in accordance with the lost ceiling panel 8.
  • the ceiling supports 3, further ceiling supports 6 and additional ceiling supports 11 can also be of identical design.
  • each ceiling support 3 has an upper ceiling support part 13 and a lower ceiling support part 14, which are vertically adjustable relative to one another in order to adjust the height (ie the vertical extension) of the ceiling support 3 depending on the application.
  • the ceiling prop 3 has a locking device 15 for locking the upper ceiling prop part 13 in different height positions relative to the lower ceiling prop part 14.
  • the locking device 15 can have a bracket 16 which can be inserted through corresponding holding openings 17 of the upper ceiling support part 13 which are spaced apart from one another in the vertical direction.
  • a head part 18 is also provided, which is set up for a detachable connection to the first end area 4 of the ceiling formwork frame 5.
  • an anti-lifting device can be provided on the heads of the ceiling supports 3 on which the ceiling formwork frame 5 is supported, with which the ceiling formwork frame 5 is secured against lifting off the ceiling formwork frame 5 when the ceiling formwork frame 5 is pivoted up.
  • the ceiling formwork frame 5 in the embodiment shown is rectangular in plan view with two opposite longitudinal sides 19 and two opposite transverse sides 20 formed. Longitudinal frame parts 21 are provided on the longitudinal sides 19 and transverse frame parts 22 are provided on the transverse sides 20.
  • the ceiling formwork frame 5 has several transverse ribs 23 which extend parallel to the cross frame parts 22 on the transverse sides 20 of the ceiling formwork frame 5.
  • the first end region 4 of the ceiling formwork frame 5 is suspended in the head parts 18 of the ceiling props 3.
  • the ceiling formwork frame 3 is arranged in an intermediate position that is inclined downwards from the first end region 4 to the second end region 7.
  • the ceiling formwork frame 5 can be held independently in the intermediate position.
  • the lost ceiling panel 8 is connected to the ceiling formwork frame 5 arranged in the intermediate position.
  • the lost ceiling plate 8 is placed in a holder 25 of the ceiling formwork frame 5, which is shown in detail Fig. 6 , Fig. 10 emerges.
  • the holder 25 has a support surface 26 for placing the lost ceiling panel 8 on, and a holding web 27 for framing the lost ceiling panel 8 on the longitudinal and / or transverse side.
  • the ceiling formwork frame 5 together with the lost ceiling panel 8 with the aid of the assembly rod 24 in the horizontal position of use according to FIG Fig. 4 swung up.
  • the second end area 7 of the ceiling formwork frame 5 is supported with the two further ceiling supports 6.
  • the head parts 18 of the further slab props 6 are connected to the second end region 7 of the slab formwork frame 5.
  • FIG. 5 A further intermediate position of the ceiling formwork frame 5 is shown, which is preferably assumed when at least two ceiling formwork frames 5 are positioned next to one another (as in Fig. 1 shown).
  • the second end region 7 of the ceiling formwork frame 5 is initially supported in the swiveled-up position only with the first of the two further ceiling supports 6 and is preferably secured with the aid of the assembly rod 24.
  • the adjacent further ceiling formwork frame 9 is arranged in the swiveled-up position.
  • the second of the further slab props 6 is connected to the free corner areas of the slab formwork frame 5 or the further slab formwork frame 9.
  • the slab formwork 1 is as in Fig. 1 shown constructed.
  • the ceiling element 2 including the lost ceiling panel 8 (and, depending on the design, a number of additional ceiling panels 10) is finally cast.
  • the ceiling element 2 therefore has a concrete layer 28 on the top, on the underside of which the lost ceiling slab 8 (and any other ceiling slabs 10, cf. Fig. 11 ) is arranged.
  • the ceiling slab 8 preferably has a material that bonds itself to the concrete of the concrete layer 8 in the liquid state.
  • the ceiling plate 8 can have a roughened upper side or depressions or elevations, for example, noses, forming surface structures, by means of which the ceiling plate 8 is held with the concrete layer 28 by a form fit.
  • an intermediate space 29 is formed between facing side surfaces 30 of the lost ceiling panels 8, 10.
  • the space 29 can be filled with a filling compound 31 (see Fig. Fig. 11 and Fig. 14 ).
  • the advantage here is that a concrete ridge 32 in the joint area of adjacent ceiling formwork frames 5, 9 can be hidden within the filler compound 31, so that there is no need for time-consuming grinding of the concrete bead 32, as in the case of reusable formwork with several formwork panels abutting one another.
  • At least one sealing tape 33 is arranged only along adjacent edge regions 34 on the upper sides 35 of the permanent ceiling panels 8, 10. The sealing tape 33 therefore bridges the gap 29.

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

Description

Die Erfindung betrifft ein Verfahren zum Herstellen eines Deckenelements.The invention relates to a method for producing a ceiling element.

Aus der WO 2016/177979 A1 ist bereits eine solche Deckenschalung zur Herstellung von Decken- bzw. Bodenscheiben bekannt, bei welcher einer verlorene Schalungsplatte verwendet wird. Bei diesem Stand der Technik werden zunächst eine Anzahl von Deckenstützen aufgebaut, auf welchen Längs- und Querträger abgestützt werden. Auf diesen Aufbau werden die verlorenen Schalungsplatten gelegt, mit denen die Decken- bzw. Bodenscheibe gegossen wird. Die verlorenen Schalungsplatten bilden eine untere Schicht der fertigen Decken- bzw. Bodenscheibe. Die Verwendung verlorener Schalungsplatten bringt zahlreiche Vorteile mit sich, wozu etwa die höhere Qualität der Oberfläche, die Vereinfachung von Nacharbeiten an der Deckenscheibe und der geringere Aufwand beim Ausschalen zählen. Nachteilig ist jedoch die Handhabung der verlorenen Schalungsplatten beim Stand der Technik, womit ein gewisses Sicherheitsrisiko einhergeht.From the WO 2016/177979 A1 such a ceiling formwork for the production of ceiling or floor panes is already known in which a permanent formwork panel is used. In this state of the art, a number of ceiling supports are initially built on which the longitudinal and transverse beams are supported. The lost formwork panels, with which the ceiling or floor pane is cast, are placed on this structure. The lost shuttering panels form a lower layer of the finished ceiling or floor pane. The use of lost shuttering panels has numerous advantages, including, for example, the higher quality of the surface, the simplification of reworking on the ceiling pane and the lower effort involved in stripping. However, the handling of the lost shuttering panels in the prior art is disadvantageous, which is associated with a certain safety risk.

Im Stand der Technik sind zudem andersartige Rahmenkonstruktionen für abliegende Verwendungen, nicht bei verlorenen Schalungen, bekannt.In the prior art, different types of frame constructions for remote uses, not for lost formwork, are also known.

EP 1 384 837 A1 offenbart eine Rahmenkonstruktion, die in Halterungen von Stehern eingehängt und während des Aufbaus in eine schräge Zwischenposition gebracht werden kann. EP 1 384 837 A1 discloses a frame construction that can be hung in brackets from uprights and brought into an inclined intermediate position during assembly.

FR 2 957 957 A1 offenbart eine Rahmenkonstruktion mit Stehern, einem Rahmen und Schalungsplatten. Beim Aufbau wird der Rahmen zunächst einseitig bei den Stehern 55 und anschließend nach oben geklappt. FR 2 957 957 A1 discloses a frame structure with posts, a frame and formwork panels. During assembly, the frame is first folded on one side at the uprights 55 and then upwards.

EP 1 375 781 A1 zeigt ebenfalls eine Rahmenkonstruktion bestehend aus einem äußeren Rahmenteil und einem gegenüber dem äußeren Rahmenteil verschwenkbaren inneren Rahmenteil. EP 1 375 781 A1 likewise shows a frame construction consisting of an outer frame part and an inner frame part which can be pivoted with respect to the outer frame part.

Demnach besteht die Aufgabe der vorliegenden Erfindung darin, zumindest einzelne Nachteile des Standes der Technik zu lindern bzw. zu beheben. Die Erfindung setzt sich insbesondere zum Ziel, ein Verfahren, mit welchem die Verwendung verlorener Deckenplatten einfach und sicher gestaltet wird.Accordingly, the object of the present invention is to alleviate or eliminate at least individual disadvantages of the prior art. The aim of the invention is, in particular, to provide a method with which the use of lost ceiling tiles is made simple and safe.

Diese Aufgabe wird durch ein Verfahren gemäß Anspruch 1. Bevorzugte Ausführungsformen sind in den abhängigen Ansprüchen angegeben.This object is achieved by a method according to claim 1. Preferred embodiments are given in the dependent claims.

Bei dem erfindungsgemäßen Verfahren werden zumindest die folgenden Schritte durchgeführt:

  • Anordnen von zwei Deckenstützen auf einem Boden,
  • Verbinden eines ersten Endbereichs eines Deckenschalungsrahmens mit den zwei Deckenstützen derart, dass der Deckenschalungsrahmen in einer vom ersten Endbereich in Richtung eines zweiten Endbereichs nach unten geneigten Zwischenstellung angeordnet ist,
  • Verbinden einer verlorenen Deckenplatte mit dem in der Zwischenstellung angeordneten Deckenschalungsrahmen,
  • Hochschwenken des zweiten Endbereichs des Deckenschalungsrahmens samt verlorener Deckenplatte,
  • Abstützen des zweiten Endbereichs des hochgeschwenkten Deckenschalungsrahmens mit zumindest einer weiteren Deckenstütze und
  • Gießen des Deckenelements samt verlorener Deckenplatte auf dem Deckenschalungsrahmen.
In the method according to the invention, at least the following steps are carried out:
  • Arranging two slab props on a floor,
  • Connecting a first end region of a ceiling formwork frame to the two ceiling supports in such a way that the ceiling formwork frame is arranged in an intermediate position inclined downward from the first end region in the direction of a second end region,
  • Connection of a lost slab to the slab formwork frame in the intermediate position,
  • Swiveling up the second end area of the slab formwork frame including the lost slab,
  • Supporting the second end area of the pivoted-up ceiling formwork frame with at least one further ceiling support and
  • Pouring the ceiling element including the lost ceiling panel on the ceiling formwork frame.

Vorteilhafterweise kann so das Gießen des Deckenelements vom Boden aus vorbereitet werden. Die verlorene Deckenplatte wird an dem Deckenschalungsrahmen angeordnet, während der Deckenschalungsrahmen in der vom ersten in Richtung des zweiten Endbereichs zum Boden hin geneigten Zwischenstellung angeordnet ist. In der Zwischenstellung ist der Deckenschalungsrahmen vom Boden aus gut zugänglich, um die verlorene Deckenplatte an dem Deckenschalungsrahmen anzubringen. Bevorzugt ist der Deckenschalungsrahmen in der Zwischenstellung in einem Winkel von zumindest 10 Grad, insbesondere von zumindest 20 Grad, vorzugsweise von zumindest 30 Grad, zu einer horizontalen Ebene durch die Verbindungsstellen des ersten Endbereichs des Deckenschalungsrahmens mit den Deckenstützen angeordnet. Erst danach wird der zweite Endbereich des Deckenschalungsrahmens gemeinsam mit der darauf angeordneten verlorenen Deckenplatte von Bodennähe nach oben geschwenkt und schließlich mit der zumindest einen weiteren Deckenstütze abgestützt, so dass der Deckenschalungsrahmen mit der verlorenen Deckenplatte in der (insbesondere horizontalen) Gebrauchslage angeordnet wird. Dies bringt den wesentlichen Vorteil mit sich, dass beim Aufbau der Deckenschalung vom Boden aus zunächst eine geschlossene Arbeitsfläche an der Oberseite der verlorenen Deckenplatte geschaffen wird, welche erst danach von Arbeitern betreten werden muss, um weitere Arbeiten auf der verlorenen Deckenplatte durchzuführen, beispielsweise Bewehrungen vorzusehen oder Leitungen anzulegen. Demnach kann die Arbeitssicherheit wesentlich gesteigert werden. Im Unterschied dazu mussten die verlorenen Deckenplatten beim Stand der Technik auf bereits in horizontaler Gebrauchslage befindlichen Schalungsträgern angeordnet werden. Dies setzte jedoch voraus, dass sich die Arbeiter auf die Schalungsträger begeben mussten, um die verlorenen Deckenplatten von oben her auf den Deckenschalungselementen anzuordnen. Währenddessen waren jedoch teilweise sogar großflächige Öffnungen oder Spalten im Schalungsaufbau vorhanden, welche die Arbeitssicherheit beeinträchtigen konnten. Zudem brachten Auskragungen der Platten über den Rand des Schalungsaufbaus hinaus oftmals ein Gefährdungspotential für die Arbeiter mit sich. Durch die Auskragungen konnten auch die Platten selbstbeschädigt werden. Demgegenüber ermöglicht das vorliegende Verfahren eine sichere und einfache Herstellung von Deckenelementen mit zumindest einer verlorenen, d.h. im Deckenelement verbleibenden, Deckenplatte. Das Deckenelement wird durch Zuführung von Beton auf die verlorene Deckenplatte gefertigt. Damit wird ein Deckenelement (bzw. entsprechend ein Bodenelement) erhalten, welches vorteilhafterweise eine fertige Unterseite aufweisen kann. Demnach können allfällige Nacharbeiten reduziert werden. Weiters kann das Ausschalen für die Vorbereitung des nächsten Gießvorgangs erleichtert werden. Auch die Reinigung der Schalung kann vereinfacht werden.In this way, the casting of the ceiling element can advantageously be prepared from the ground. The lost ceiling panel is arranged on the ceiling formwork frame, while the ceiling formwork frame is arranged in the intermediate position inclined from the first in the direction of the second end region towards the floor. In the intermediate position, the ceiling formwork frame is easily accessible from the ground in order to attach the lost ceiling panel to the ceiling formwork frame. In the intermediate position, the ceiling formwork frame is preferably arranged at an angle of at least 10 degrees, in particular at least 20 degrees, preferably at least 30 degrees, to a horizontal plane through the connection points of the first end region of the ceiling formwork frame with the ceiling props. Only then is the second end area of the ceiling formwork frame, together with the permanent ceiling panel arranged on it, pivoted upwards from the ground level and finally supported with the at least one further ceiling support, so that the ceiling formwork frame with the permanent ceiling panel is arranged in the (especially horizontal) position of use. This brings the essential advantage with the fact that when building the ceiling formwork from the ground, a closed work surface is first created on the top of the lost ceiling slab, which workers only have to enter afterwards in order to carry out further work on the lost ceiling slab, for example to provide reinforcement or to lay cables. Accordingly, work safety can be increased significantly. In contrast to this, in the prior art, the lost ceiling panels had to be arranged on formwork supports that were already in a horizontal position of use. However, this presupposed that the workers had to go to the formwork girders in order to arrange the lost ceiling panels on the ceiling formwork elements from above. During this time, however, there were sometimes even large openings or gaps in the formwork structure, which could impair work safety. In addition, projections of the panels over the edge of the formwork structure often posed a risk to workers. The panels could also be damaged by the projections. In contrast, the present method enables a safe and simple production of ceiling elements with at least one lost ceiling panel, ie one remaining in the ceiling element. The ceiling element is manufactured by adding concrete to the lost ceiling slab. A ceiling element (or correspondingly a floor element) is thus obtained, which can advantageously have a finished underside. Any reworking can therefore be reduced. In addition, the formwork can be made easier to prepare for the next casting process. The cleaning of the formwork can also be simplified.

Für die Zwecke dieser Offenbarung beziehen sich die Orts- und Richtungsangaben, wie "oben", "unten", "horizontal", "vertikal", auf einen horizontalen Gebrauchszustand des Deckenschalungsrahmens zum Gießen des Deckenelements. Selbstverständlich kann der Deckenschalungsrahmen jedoch auch zur Horizontalen geneigt angeordnet werden, um ein schräges Deckenelement herzustellen.For the purposes of this disclosure, the location and direction information, such as "above", "below", "horizontal", "vertical", relate to a horizontal state of use of the ceiling formwork frame for pouring the ceiling element. Of course, the ceiling formwork frame can, however, also be arranged inclined to the horizontal in order to produce an inclined ceiling element.

Als verlorene Deckenplatte wird bevorzugt eine ...-Platte verwendet. Bevorzugt ist die verlorene Deckenplatte aus einem Material der Gruppe bestehend aus Gips, Holz, Holzverbundwerkstoff, Kunststoff, Stahl, Aluminium und/oder einer Kombination daraus gefertigt. Die verlorene Deckenplatte kann Verstärkungen, wie z.B. Glasfasern, oder eine Bewehrung aufweisen.A ... panel is preferably used as the lost ceiling panel. The lost ceiling panel is preferably made from a material from the group consisting of plaster of paris, wood, wood composite material, plastic, steel, aluminum and / or a combination thereof. The Lost ceiling panels can have reinforcements, such as glass fibers, or reinforcement.

In einer bevorzugten Anwendung weist die verlorene Deckenplatte an der Oberseite (d.h. an der vom Boden abgewandten Seite) Markierungen auf, welche vorzugsweise einen Leitungsplan für das Deckenelement veranschaulichen, um vor dem Betonieren die Installation von Leitungen, wie elektrischen Leitungen oder Rohrleitungen, auf der verlorenen Deckenplatte zu erleichtern.In a preferred application, the lost ceiling plate has markings on the upper side (ie on the side facing away from the floor) which preferably illustrate a line plan for the ceiling element in order to allow the installation of lines, such as electrical lines or pipelines, on the lost before concreting To facilitate ceiling panel.

Gemäß einer bevorzugten Ausführung wird die verlorene Deckenplatte zum Verbinden mit dem Deckenschalungsrahmen in eine Halterung des Deckenschalungsrahmens eingelegt. Bei dieser Ausführung kann die verlorene Deckenplatte in der Zwischenstellung werkzeuglos mit der Halterung des Deckenschalungsrahmens verbunden werden. Die Halterung weist bevorzugt eine Auflagefläche zum Auflegen der verlorenen Deckenplatte auf. Die Auflagefläche weist bevorzugt je einen Abschnitt entlang zweier Quer- und zweier Längsseiten eines in Draufsicht rechteckigen Deckenschalungsrahmens. Besonders bevorzugt ist es, wenn sich die Auflagefläche durchgehend entlang der zwei Quer- und der zwei Längsseiten des Deckenschalungsrahmens erstreckt. Demnach ist bevorzugt eine umlaufende Auflage für die verlorene Deckenplatte vorgesehen. Vorteilhafterweise steht die verlorene Deckenplatte in dem mit dem Deckenschalungsrahmen verbundenen Zustand nicht über die Längs- und Querseiten des Deckenschalungsrahmens hinaus. Aufgrund der fehlenden Auskragungen wird die Sicherheit beim Ein- und Ausschalen und die Qualität des gegossenen Deckenelementes erhöht.According to a preferred embodiment, the lost ceiling panel is inserted into a holder of the ceiling formwork frame for connection to the ceiling formwork frame. With this design, the lost ceiling panel can be connected to the bracket of the ceiling formwork frame in the intermediate position without tools. The holder preferably has a support surface for placing the lost ceiling plate on. The support surface preferably has a section each along two transverse and two longitudinal sides of a ceiling formwork frame that is rectangular in plan view. It is particularly preferred if the bearing surface extends continuously along the two transverse and the two longitudinal sides of the ceiling formwork frame. Accordingly, a circumferential support is preferably provided for the lost ceiling plate. In the state connected to the ceiling formwork frame, the lost ceiling panel advantageously does not protrude beyond the longitudinal and transverse sides of the ceiling formwork frame. Due to the lack of overhangs, the safety during shuttering and stripping and the quality of the cast ceiling element are increased.

Zudem weist die Halterung bevorzugt einen Haltesteg auf, welcher von der Auflagefläche nach oben absteht. Bevorzugt weist der Haltesteg je einen Abschnitt entlang der zwei Quer- und zwei Längsseiten des Deckenschalungsrahmens auf. Besonders bevorzugt ist es, wenn sich der Haltesteg durchgehend entlang der zwei Quer- und der zwei Längsseiten des Deckenschalungsrahmens erstreckt. Die Wandstärke der verlorenen Deckenplatte entspricht im Wesentlichen der Höhe (d.h. der vertikalen Erstreckung) des Haltesteges, so dass die Oberseite (d.h. die dem Beton zugewandte Seite) der verlorenen Deckenplatte im Wesentlichen bündig mit der Oberseite des Haltesteges abschließt. Bevorzugt ist die verlorene Deckenplatte lose in der Halterung des Deckenschalungsrahmens angeordnet. Aufgrund des Eigengewichts der verlorenen Deckenplatte kann eine sichere Anordnung an dem Deckenschalungsrahmen gewährleistet werden.In addition, the holder preferably has a holding web which protrudes upward from the support surface. The retaining web preferably has one section each along the two transverse and two longitudinal sides of the ceiling formwork frame. It is particularly preferred if the retaining web extends continuously along the two transverse and the two longitudinal sides of the ceiling formwork frame. The wall thickness of the lost ceiling panel corresponds essentially to the height (ie the vertical extent) of the retaining web, so that the top (ie the side facing the concrete) of the lost ceiling panel is essentially flush with the upper side of the retaining web. The lost ceiling panel is preferably arranged loosely in the holder of the ceiling formwork frame. Due to the dead weight of the lost ceiling panel, a secure arrangement on the ceiling formwork frame can be guaranteed.

Um den Aufbau der Deckenschalung zur Vorbereitung des Gießens bzw. Betonierens des Deckenelements zu erleichtern, ist es günstig, wenn der Deckenschalungsrahmen selbständig in der Zwischenstellung gehalten wird, wobei der zweite Endbereich des Deckenschalungsrahmens samt verlorener Deckenplatte vom Boden beabstandet ist. Dies bedeutet, dass der Deckenschalungsrahmen ohne manuelle Unterstützung des zweiten Endbereichs (und ohne Abstellen des zweiten Endbereichs auf dem Boden) in der Zwischenstellung positioniert werden kann, bevor der Deckenschalungsrahmen über dessen zweiten Endbereich nach oben in die Gebrauchsstellung geschwenkt wird. Zu diesem Zweck kann der Deckenschalungsrahmen an gegenüberliegenden Längsseiten Stützabschnitte oder Stützenaufnahmen aufweisen, in welchen in der zur Horizontalen geneigten Zwischenstellung des Deckenschalungsrahmens entsprechende Zapfen oder Nasen an Köpfen der Deckenstützen aufgenommen sind bzw. gehalten sind.In order to facilitate the construction of the ceiling formwork in preparation for pouring or concreting the ceiling element, it is advantageous if the ceiling formwork frame is held independently in the intermediate position, with the second end area of the ceiling formwork frame and the lost ceiling panel being spaced from the floor. This means that the slab formwork frame can be positioned in the intermediate position without manual support of the second end area (and without placing the second end area on the ground) before the ceiling formwork frame is pivoted upwards into the position of use via its second end area. For this purpose, the slab formwork frame can have support sections or support receptacles on opposite longitudinal sides in which corresponding pins or noses are received or held on the heads of the slab supports in the intermediate position of the slab formwork frame inclined to the horizontal.

Bei einer alternativen Ausführung, insbesondere bei geringen Raumhöhen, kann der zweite Endbereich des Deckenschalungsrahmens in der Zwischenstellung auf dem Boden abgestellt werden.In an alternative embodiment, especially in the case of low room heights, the second end region of the ceiling formwork frame can be placed on the floor in the intermediate position.

Um das Hochschwenken des Deckenschalungsrahmens samt verlorener Deckenplatte vom Boden aus zu bewerkstelligen, ist es von Vorteil, wenn der zweite Endbereich des Deckenschalungsrahmens samt verlorener Deckenplatte mit einer Montagestange von der Zwischenstellung hochgeschwenkt wird. Die Montagestange kann ein Eingriffselement an einem freien Ende aufweisen, welches mit einem Querrahmenelement am zweiten Endbereich in Eingriff gebracht werden kann, um sodann den Deckenschalungsrahmen mit Hilfe der Montagestange nach oben zu verlagern.In order to swivel up the ceiling formwork frame including the lost ceiling panel from the ground, it is advantageous if the second end area of the ceiling formwork frame including the lost ceiling panel is pivoted up from the intermediate position with a mounting rod. The assembly rod can have an engaging element at a free end which can be brought into engagement with a transverse frame element at the second end region in order then to displace the ceiling formwork frame upwards with the aid of the assembly rod.

Um die Sicherheit bei Arbeiten auf der verlorenen Deckenplatte vor dem Gießen zu gewährleisten, ist bevorzugt eine Aushubsicherung zwischen den Deckenstützen und dem Deckenschalungsrahmen vorgesehen, mit welcher der Deckenschalungsrahmen in der hochgeschwenkten Stellung des Deckenschalungsrahmens gegen ein Abheben von den Deckenstützen gesichert wird. Eine entsprechende Aushubsicherung kann zwischen den weiteren Deckenstützen und dem Deckenschalungsrahmen vorgesehen sein. Die Aushubsicherung weist bevorzugt eine Haltenase an der Deckenstütze (oder alternativ an dem Deckenschalungsrahmen) und einen Halteflansch am Deckenschalungsrahmen (bzw. bei der alternativen Ausführung an der Deckenstütze) auf, welche beim Hochschwenken des Deckenschalungsrahmens so miteinander in Eingriff gebracht werden, dass eine vertikale Relativbewegung zwischen der Haltenase und dem Halteflansch gesperrt ist.In order to ensure safety when working on the lost ceiling slab before pouring, an excavation protection is preferably provided between the ceiling props and the ceiling formwork frame, with which the ceiling formwork frame in the swiveled-up position of the ceiling formwork frame against lifting off Slab props is secured. A corresponding anti-lifting device can be provided between the further ceiling supports and the ceiling formwork frame. The excavation safety device preferably has a retaining lug on the ceiling support (or alternatively on the ceiling formwork frame) and a retaining flange on the ceiling formwork frame (or in the alternative design on the ceiling support), which are brought into engagement with one another when the ceiling formwork frame is pivoted up, so that a vertical relative movement is locked between the retaining lug and the retaining flange.

Zur Lastaufnahme beim Gießen des Deckenelements ist es günstig, wenn der Deckenschalungsrahmen zwei Längsseiten und zwei Querseiten aufweist, wobei zumindest eine im Wesentlichen in Richtung der Querseiten erstreckte Querrippe vorgesehen ist. Vorzugsweise sind mehrere in Längsrichtung des Deckenschalungsrahmens voneinander beabstandete, insbesondere parallel zueinander verlaufende Querrippen bzw. Querträger vorgesehen. Bevorzugt ist der Deckenschalungsrahmen in Längsrichtung (d.h. in Richtung der Längsseiten) langgestreckt.In order to absorb the load when the ceiling element is being poured, it is advantageous if the ceiling formwork frame has two longitudinal sides and two transverse sides, with at least one transverse rib extending substantially in the direction of the transverse sides being provided. Preferably, a plurality of transverse ribs or transverse girders that are spaced apart from one another in the longitudinal direction of the ceiling formwork frame, in particular that run parallel to one another, are provided. The ceiling formwork frame is preferably elongated in the longitudinal direction (i.e. in the direction of the longitudinal sides).

Zur Herstellung großflächiger Deckenelemente werden bei einer bevorzugten Ausführungsform zumindest zwei Deckenschalungsrahmen mit jeweils einer verlorenen Deckenplatte in der hochgeschwenkten Stellung nebeneinander angeordnet, bevor das Deckenelement samt den verlorenen Deckenplatten auf den Deckenschalungsrahmen gegossen wird. Bevorzugt können zwei benachbarte Längs- oder Querseiten zweier Deckenschalungsrahmen auf zwei gemeinsamen Deckenstützen abgestützt werden.To produce large-area ceiling elements, in a preferred embodiment, at least two ceiling formwork frames, each with a lost ceiling panel, are arranged next to one another in the pivoted-up position before the ceiling element together with the lost ceiling panels is poured onto the ceiling formwork frame. Preferably, two adjacent longitudinal or transverse sides of two ceiling formwork frames can be supported on two common ceiling supports.

Bei einer besonders bevorzugten Ausführung wird ein Zwischenraum zwischen einander zugewandten Seitenflächen der verlorenen Deckenplatten nach dem Gießen des Deckenelements mit einer Füllmasse aufgefüllt. Der Zwischenraum ist insbesondere als Negativform benachbarter Haltestege der Deckenschalungsrahmen ausgebildet. Durch Verfüllen des Zwischenraums nach dem Betonieren kann eine im Wesentlichen plane Unterseite des Deckenelements erreicht werden. Besonders vorteilhaft ist dabei, dass die Nacharbeiten an dem Deckenelement besonders einfach und rasch erledigt werden können. Bei der Fertigung von Deckenelementen mit wiederverwendbarer Schalung ist es hingegen vielfach erforderlich, überstehende Betonraupen oder Betongrat (d.h. überschüssiges Betonmaterial) im Bereich benachbarter Schalungsplatten abzuschleifen, um eine plane Unterseite herzustellen. Demgegenüber kann der Zwischenraum bei dem oben beschriebenen Verfahren mit wesentlich geringerem Aufwand mit Füllmasse, beispielsweise Spachtelmasse, aufgefüllt werden. Wenn beim Betonieren einen Betongrat bzw. eine Betonfahne in dem Zwischenraum zwischen den verlorenen Deckenplatten entsteht, so kann diese innerhalb der Füllmasse verborgen werden.In a particularly preferred embodiment, an intermediate space between facing side surfaces of the lost ceiling panels is filled with a filling compound after the ceiling element has been poured. The space is in particular designed as a negative shape of adjacent retaining webs of the ceiling formwork frame. By filling the gap after concreting, an essentially flat underside of the ceiling element can be achieved. It is particularly advantageous that the reworking on the ceiling element can be done particularly easily and quickly. In the manufacture of ceiling elements with reusable Formwork, on the other hand, it is often necessary to grind off protruding concrete beads or concrete burr (ie excess concrete material) in the area of adjacent formwork panels in order to produce a flat underside. In contrast, with the method described above, the gap can be filled with filling compound, for example filler compound, with significantly less effort. If, during concreting, a concrete ridge or a concrete flag is created in the space between the lost ceiling panels, this can be hidden within the filling compound.

Bei einer weiteren bevorzugten Ausführung wird vor dem Gießen ein Dichtungsband entlang benachbarter Randbereiche an den Oberseiten der verlorenen Deckenplatten angeordnet. Das Dichtungsband ermöglicht es insbesondere, die Spalten zwischen den verlorenen Deckenplatten aufgrund von Toleranzen abzudecken und das Verschmutzen der unteren Deckenoberfläche zu verhindern. Je nach Ausführung kann zudem ein Spalt zwischen der verlorenen Deckenplatte und dem Deckenschalungsrahmen geschlossen werden. Weiters kann das Abschwenken des Rahmens erleichtert werden.In a further preferred embodiment, a sealing tape is placed along adjacent edge areas on the tops of the lost ceiling panels prior to casting. The sealing tape makes it possible in particular to cover the gaps between the lost ceiling tiles due to tolerances and to prevent the lower ceiling surface from being soiled. Depending on the design, a gap can also be closed between the lost ceiling plate and the ceiling formwork frame. Swiveling the frame away can also be made easier.

Vorzugsweise weist der Deckenschalungsrahmen entlang seiner Längsseiten und/oder Querseiten eine Überhöhung, d.h. eine Wölbung nach oben hin, auf. Die Überhöhung kann beispielsweise mehrere Millimeter bis Zentimeter betragen. Dadurch kann die verlorene Deckenplatte in Gebrauchslage in einem nach oben hin gewölbtem Zustand, wobei die Platte vorzugsweise an Auflageflächen im Deckenschalungsrahmen für die verlorene Deckenplatte angeordnet ist, vorliegen. Dies ermöglicht die Bildung einer leichten Wölbung in der gegossenen bzw. resultierenden Decke, wodurch statisch bedingte Senkungen der fertigen Decke im Nachgang auf einfache Weise ohne Zutun ausgeglichen werden können. Diese Überhöhung ermöglicht eine wesentliche Gewichtsreduktion bei der Dimensionierung des Deckenschalungsrahmens in Bezug auf die Ebenheit des fertigen Deckenelements.The slab formwork frame preferably has an elevation along its longitudinal sides and / or transverse sides, i.e. an upward curvature. The elevation can be several millimeters to centimeters, for example. As a result, in the position of use the lost ceiling panel can be in an upwardly curved state, the panel preferably being arranged on bearing surfaces in the ceiling formwork frame for the lost ceiling panel. This enables the formation of a slight curvature in the cast or resulting ceiling, as a result of which statically induced subsidence in the finished ceiling can subsequently be compensated for in a simple manner without any action. This elevation enables a significant weight reduction in the dimensioning of the ceiling formwork frame with regard to the evenness of the finished ceiling element.

Nach der Aushärtung des Deckenelements der Deckenschalungsrahmen können die Deckenstützen oder die zumindest eine weitere Deckenstütze entfernt oder in eine geneigte Ruhestellung überführt werden. Danach kann der Deckenschalungsrahmen in der Zwischenstellung angeordnet werden. Anschließend kann der Deckenschalungsrahmen von den in der Stützstellung verbleibenden Deckenstützen gelöst und entfernt werden.After the ceiling element of the ceiling formwork frame has hardened, the ceiling props or the at least one further ceiling prop can be removed or transferred to an inclined rest position. After that, the slab formwork frame in the Intermediate position can be arranged. The slab formwork frame can then be detached from the slab props remaining in the supporting position and removed.

Eine nicht erfindungsgemäße Deckenschalung zum Herstellen des Deckenelements weist zumindest

  • zwei Deckenstützen zum Abstützen eines ersten Endbereichs eines Deckenschalungsrahmens derart, dass der Deckenschalungsrahmen in einer vom ersten Endbereich in Richtung eines zweiten Endbereichs nach unten geneigten Zwischenstellung anordenbar ist,
  • zwei weitere Deckenstützen zum Abstützen des zweiten Endbereichs des Deckenschalungsrahmens in einer hochgeschwenkten Stellung des Deckenschalungsrahmens und
  • eine verlorene Deckenplatte auf dem Deckenschalungsrahmen auf. Selbstverständlich kann die Deckenschalung je nach Anwendung weitere Deckenschalungsrahmen, Deckenstützen und verlorene Deckenplatten aufweisen.
A ceiling formwork not according to the invention for producing the ceiling element has at least
  • two ceiling supports for supporting a first end area of a ceiling formwork frame in such a way that the ceiling formwork frame can be arranged in an intermediate position inclined downwards from the first end area in the direction of a second end area,
  • two further slab props for supporting the second end region of the slab formwork frame in a pivoted-up position of the slab formwork frame and
  • a lost slab on the slab formwork frame. Of course, depending on the application, the ceiling formwork can have additional ceiling formwork frames, ceiling supports and lost ceiling panels.

Das erfindungsgemäße Verfahren wird nachstehend anhand bevorzugter Ausführungsbeispiele weiter erläutert.

  • Fig. 1 zeigt eine Ansicht einer Deckenschalung mit vier Deckenschalungsrahmen samt verlorenen Deckenplatten in deren horizontaler Gebrauchs- bzw. Einschalstellung.
  • Fig. 2 zeigt einen der Deckenschalungsrahmen in einer Zwischenstellung beim Aufbau der Deckenschalung gemäß Fig. 1, wobei der erste Endbereich des Deckenschalungsrahmens mit zwei Deckenstützen verbunden wird, während sich der zweite, gegenüberliegende Endbereich des Deckenschalungsrahmens in der Nähe des Bodens befindet.
  • Fig. 3 zeigt den Deckenschalungsrahmen gemäß Fig. 2 nach dem Einlegen der verlorenen Deckenschalung.
  • Fig. 4 zeigt den Deckenschalungsrahmen gemäß Fig. 1 bis 3 in der hochgeschwenkten und auf insgesamt vier Deckenstützen abgestützten Gebrauchsstellung.
  • Fig. 5 zeigt eine Ausführungsvariante, bei welcher der zweite Endbereich des Deckenschalungsrahmens in der hochgeschwenkten Stellung zunächst lediglich am einen Eckbereich mit der ersten der beiden weiteren Deckenstütze abgestützt wird, um zuerst einen benachbarten weiteren Deckenschalungsrahmen in dieselbe Stellung zu bringen und danach die zweite der beiden weiteren Deckenstützen zur Abstützung benachbarter Eckbereich der Deckenschalungsrahmen zu verwenden.
  • Fig. 6 zeigt eine Ansicht des Deckenschalungsrahmens ohne verlorene Deckenplatte.
  • Fig. 7 zeigt eine Ansicht des Deckenschalungsrahmens mit verlorener Deckenplatte.
  • Fig. 8, 9 zeigen Seitenansichten des Deckenschalungsrahmens mit verlorener Deckenplatte.
  • Fig. 10 zeigt eine Schnittansicht entlang der Linie X-X in Fig. 1.
  • Fig. 11 zeigt das Deckenelement nach dem Gießvorgang, wobei ein Zwischenraum zwischen zwei verlorenen Deckenplatten mit Füllmasse ausgefüllt worden ist.
  • Fig. 12 zeigt eine Fig. 1 entsprechende Ansicht einer alternativen Ausführungsform der Deckenschalung, bei welcher die aneinander angrenzenden Randbereiche der verlorenen Deckenplatten vor dem Gießen mit Dichtungsbändern versehen werden.
  • Fig. 13 zeigt eine Schnittansicht entlang der Linie XIII-XIII in Fig. 12.
  • Fig. 14 zeigt einen Ausschnitt des Deckenelements, welches bei Verwendung der Deckenschalung der Fig. 12, 13 erhalten wird.
The method according to the invention is explained further below with the aid of preferred exemplary embodiments.
  • Fig. 1 shows a view of a ceiling formwork with four ceiling formwork frames including lost ceiling panels in their horizontal use or shuttering position.
  • Fig. 2 shows one of the ceiling formwork frames in an intermediate position during the construction of the ceiling formwork according to FIG Fig. 1 wherein the first end region of the ceiling formwork frame is connected to two ceiling supports, while the second, opposite end region of the ceiling formwork frame is located in the vicinity of the floor.
  • Fig. 3 shows the slab formwork frame according to Fig. 2 after inserting the lost slab formwork.
  • Fig. 4 shows the slab formwork frame according to Figs. 1 to 3 in the position of use swiveled up and supported on a total of four ceiling supports.
  • Fig. 5 shows a variant in which the second end area of the ceiling formwork frame is pivoted upwards Position is initially only supported at one corner area with the first of the two further ceiling props, in order to first bring an adjacent further ceiling formwork frame into the same position and then use the second of the two further ceiling props to support adjacent corner areas of the ceiling formwork frame.
  • Fig. 6 shows a view of the ceiling formwork frame without a lost ceiling panel.
  • Fig. 7 shows a view of the ceiling formwork frame with a lost ceiling panel.
  • Figures 8, 9 show side views of the slab formwork frame with a lost slab.
  • Fig. 10 FIG. 13 shows a sectional view along the line XX in FIG Fig. 1 .
  • Fig. 11 shows the ceiling element after the casting process, with a space between two lost ceiling panels having been filled with filling compound.
  • Fig. 12 shows a Fig. 1 Corresponding view of an alternative embodiment of the ceiling formwork, in which the adjoining edge areas of the permanent ceiling panels are provided with sealing tapes before casting.
  • Fig. 13 FIG. 13 shows a sectional view along the line XIII-XIII in FIG Fig. 12 .
  • Fig. 14 shows a section of the ceiling element, which when using the ceiling formwork of Fig. 12 , 13 is obtained.

Fig. 1 zeigt eine Deckenschalung 1 zum Betonieren eines Deckenelements 2 (siehe Fig. 12, 14). Die Deckenschalung 1 weist zwei Deckenstützen 3 zum Abstützen eines ersten (längsseitigen) Endbereichs 4 eines Deckenschalungsrahmens 5 und zwei weitere Deckenstützen 6 zum Abstützen eines zweiten Endbereichs 7 des Deckenschalungsrahmens 5 auf. Auf dem Deckenschalungsrahmen 5 ist eine verlorene Deckenplatte 8 angeordnet, welche also nach dem Betonieren im Deckenschalungselement 2 verbleibt. Demnach ist die Deckenplatte 8 als verlorene Schalung ausgebildet. Fig. 1 shows a ceiling formwork 1 for concreting a ceiling element 2 (see Fig. 12 , 14th ). The ceiling formwork 1 has two ceiling supports 3 for supporting a first (longitudinal) end region 4 of a ceiling formwork frame 5 and two further ceiling supports 6 for supporting a second end region 7 of the ceiling formwork frame 5. A lost ceiling plate 8 is arranged on the ceiling formwork frame 5, which thus remains in the ceiling formwork element 2 after concreting. Accordingly, the ceiling plate 8 is designed as permanent formwork.

Im gezeigten Ausführungsbeispiel weist die Deckenschalung 1 drei weitere Deckenschalungsrahmen 9 auf, auf welchen weitere verlorene Deckenplatten 10 angeordnet sind. Die weiteren Deckenschalungsrahmen samt weiteren verlorenen Deckenplatten 10 sind auf zusätzlichen Deckenstützen 11 abgestützt. Bevorzugt sind die weiteren Deckenschalungsrahmen 9 entsprechend dem Deckenschalungsrahmen 5 und die weiteren verlorenen Deckenplatten 10 entsprechend der verlorenen Deckenplatte 8 ausgebildet. Die Deckenstützen 3, weiteren Deckenstützen 6 und zusätzlichen Deckenstützen 11 können ebenfalls identisch ausgebildet sein.In the exemplary embodiment shown, the ceiling formwork 1 has three further ceiling formwork frames 9, on which further permanent ceiling panels 10 are arranged. The other ceiling formwork frames together with other lost ceiling panels 10 are supported on additional ceiling supports 11. The further ceiling formwork frames 9 are preferably configured in accordance with the ceiling formwork frame 5 and the further lost ceiling panels 10 are configured in accordance with the lost ceiling panel 8. The ceiling supports 3, further ceiling supports 6 and additional ceiling supports 11 can also be of identical design.

Der Aufbau der Deckenschalung 1 geht aus den Fig. 2 bis 5 hervor. Im ersten Schritt werden die zwei Deckenstützen 3 auf einem Boden 12 (vgl. Fig. 1) abgestützt, welcher beispielweise durch das darunterliegende Geschoß eines unter Verwendung der Deckenschalung 1 zu errichtenden Gebäudes gebildet ist. Solche Deckenstützen 3 sind im Stand der Technik hinlänglich bekannt. In der gezeigten Ausführung weist jede Deckenstütze 3 einen oberen Deckenstützenteil 13 und einen unteren Deckenstützenteil 14 auf, welche in vertikaler Richtung gegeneinander verstellbar sind, um die Höhe (d.h. die vertikale Erstreckung) der Deckenstütze 3 je nach Anwendung einzustellen. Die Deckenstütze 3 weist eine Riegelvorrichtung 15 zum Verriegeln des oberen Deckenstützenteils 13 in unterschiedlichen Höhenpositionen relativ zum unteren Deckenstützenteil 14 auf. Die Riegelvorrichtung 15 kann einen Bügel 16 aufweisen, welcher durch entsprechende, in vertikaler Richtung voneinander beabstandete Halteöffnungen 17 des oberen Deckenstützenteils 13 gesteckt werden kann. Am oberen Endbereich der Deckenstütze 3 ist weiters ein Kopfteil 18 vorgesehen, welcher für eine lösbare Verbindung mit dem ersten Endbereich 4 des Deckenschalungsrahmens 5 eingerichtet ist. Zudem kann eine Aushubsicherung an den Köpfen der Deckenstützen 3, auf welche der Deckenschalungsrahmen 5 abgestützt ist, vorgesehen sein, mit welcher der Deckenschalungsrahmen 5 in der hochgeschwenkten Stellung des Deckenschalungsrahmens 5 gegen ein Abheben von den Deckenstützen 3 gesichert wird.The structure of the ceiling formwork 1 is based on the Figs. 2 to 5 emerged. In the first step, the two ceiling props 3 are placed on a floor 12 (cf. Fig. 1 ), which is formed, for example, by the floor below of a building to be erected using the ceiling formwork 1. Such ceiling props 3 are well known in the prior art. In the embodiment shown, each ceiling support 3 has an upper ceiling support part 13 and a lower ceiling support part 14, which are vertically adjustable relative to one another in order to adjust the height (ie the vertical extension) of the ceiling support 3 depending on the application. The ceiling prop 3 has a locking device 15 for locking the upper ceiling prop part 13 in different height positions relative to the lower ceiling prop part 14. The locking device 15 can have a bracket 16 which can be inserted through corresponding holding openings 17 of the upper ceiling support part 13 which are spaced apart from one another in the vertical direction. At the upper end area of the ceiling support 3, a head part 18 is also provided, which is set up for a detachable connection to the first end area 4 of the ceiling formwork frame 5. In addition, an anti-lifting device can be provided on the heads of the ceiling supports 3 on which the ceiling formwork frame 5 is supported, with which the ceiling formwork frame 5 is secured against lifting off the ceiling formwork frame 5 when the ceiling formwork frame 5 is pivoted up.

Wie insbesondere aus Fig. 2 und Fig. 6 ersichtlich, ist der Deckenschalungsrahmen 5 in der gezeigten Ausführung in Draufsicht rechteckig mit zwei gegenüberliegenden Längsseiten 19 und zwei gegenüberliegenden Querseiten 20 ausgebildet. An den Längsseiten 19 sind Längsrahmenteile 21, an den Querseiten 20 Querrahmenteile 22 vorgesehen. Darüber hinaus weist der Deckenschalungsrahmen 5 mehrere Querrippen 23 auf, welche sich parallel zu den Querrahmenteilen 22 an den Querseiten 20 des Deckenschalungsrahmens 5 erstrecken.Like in particular from Fig. 2 and Fig. 6 As can be seen, the ceiling formwork frame 5 in the embodiment shown is rectangular in plan view with two opposite longitudinal sides 19 and two opposite transverse sides 20 formed. Longitudinal frame parts 21 are provided on the longitudinal sides 19 and transverse frame parts 22 are provided on the transverse sides 20. In addition, the ceiling formwork frame 5 has several transverse ribs 23 which extend parallel to the cross frame parts 22 on the transverse sides 20 of the ceiling formwork frame 5.

Nach der Anordnung der Deckenstützen 3 in deren vertikaler Stützstellung auf dem Boden 12 wird der erste Endbereich 4 des Deckenschalungsrahmens 5 in die Kopfteile 18 der Deckenstützen 3 eingehängt. Dabei wird der Deckenschalungsrahmen 3 in einer ausgehend vom ersten Endbereich 4 zum zweiten Endbereich 7 hin nach unten geneigten Zwischenstellung angeordnet. Je nach Ausführung kann der Deckenschalungsrahmen 5 selbständig in der Zwischenstellung gehalten werden.After the arrangement of the ceiling props 3 in their vertical support position on the floor 12, the first end region 4 of the ceiling formwork frame 5 is suspended in the head parts 18 of the ceiling props 3. In this case, the ceiling formwork frame 3 is arranged in an intermediate position that is inclined downwards from the first end region 4 to the second end region 7. Depending on the design, the ceiling formwork frame 5 can be held independently in the intermediate position.

Im nächsten Schritt, vgl. Fig. 3, wird die verlorene Deckenplatte 8 mit dem in der Zwischenstellung angeordneten Deckenschalungsrahmen 5 verbunden. Zu diesem Zweck wird die verlorene Deckenplatte 8 in eine Halterung 25 des Deckenschalungsrahmens 5 eingelegt, welche im Detail aus Fig. 6, Fig. 10 hervorgeht. Die Halterung 25 weist eine Auflagefläche 26 zum Auflegen der verlorenen Deckenplatte 8 und einen Haltesteg 27 zur längs- und/oder querseitigen Einfassung der verlorenen Deckenplatte 8 auf.In the next step, cf. Fig. 3 , the lost ceiling panel 8 is connected to the ceiling formwork frame 5 arranged in the intermediate position. For this purpose, the lost ceiling plate 8 is placed in a holder 25 of the ceiling formwork frame 5, which is shown in detail Fig. 6 , Fig. 10 emerges. The holder 25 has a support surface 26 for placing the lost ceiling panel 8 on, and a holding web 27 for framing the lost ceiling panel 8 on the longitudinal and / or transverse side.

Im nächsten Schritt wird der Deckenschalungsrahmen 5 gemeinsam mit der verlorenen Deckenplatte 8 mit Hilfe der Montagestange 24 in die horizontale Gebrauchsstellung gemäß Fig. 4 hochgeschwenkt. Der zweite Endbereich 7 des Deckenschalungsrahmens 5 wird mit den zwei weiteren Deckenstützen 6 abgestützt. Zu diesem Zweck werden die Kopfteile 18 der weiteren Deckenstützen 6 mit dem zweiten Endbereich 7 des Deckenschalungsrahmens 5 verbunden.In the next step, the ceiling formwork frame 5 together with the lost ceiling panel 8 with the aid of the assembly rod 24 in the horizontal position of use according to FIG Fig. 4 swung up. The second end area 7 of the ceiling formwork frame 5 is supported with the two further ceiling supports 6. For this purpose, the head parts 18 of the further slab props 6 are connected to the second end region 7 of the slab formwork frame 5.

In Fig. 5 ist eine weitere Zwischenstellung des Deckenschalungsrahmens 5 gezeigt, welche bevorzugt dann eingenommen wird, wenn zumindest zwei Deckenschalungsrahmen 5 nebeneinander positioniert werden (wie in Fig. 1 gezeigt). Bei dieser Ausführung wird zunächst der zweite Endbereich 7 des Deckenschalungsrahmens 5 in der hochgeschwenkten Stellung nur mit der ersten der beiden weiteren Deckenstützen 6 abgestützt und bevorzugt mit Hilfe der Montagestange 24 gesichert. Danach wird der benachbarte weitere Deckenschalungsrahmen 9 in der hochgeschwenkten Stellung angeordnet. Schließlich wird die zweite der weiteren Deckenstützen 6 mit den freien Eckbereichen des Deckenschalungsrahmens 5 bzw. des Weiteren Deckenschalungsrahmens 9 verbunden.In Fig. 5 A further intermediate position of the ceiling formwork frame 5 is shown, which is preferably assumed when at least two ceiling formwork frames 5 are positioned next to one another (as in Fig. 1 shown). In this embodiment, the second end region 7 of the ceiling formwork frame 5 is initially supported in the swiveled-up position only with the first of the two further ceiling supports 6 and is preferably secured with the aid of the assembly rod 24. Then the adjacent further ceiling formwork frame 9 is arranged in the swiveled-up position. Finally, the second of the further slab props 6 is connected to the free corner areas of the slab formwork frame 5 or the further slab formwork frame 9.

Auf diese Weise wird die Deckenschalung 1 wie in Fig. 1 dargestellt aufgebaut. In der Gebrauchsstellung wird schließlich das Deckenelement 2 einschließlich der verlorenen Deckenplatte 8 (und je nach Ausführung einer Anzahl weiterer Deckenplatten 10) gegossen. Das Deckenelement 2 weist daher eine oberseitige Betonschicht 28 auf, an deren Unterseite die verlorene Deckenplatte 8 (sowie allfällige weitere Deckenplatten 10, vgl. Fig. 11) angeordnet ist. Um einen dauerhaften Verbund zwischen der verlorenen Deckenplatte 8 und der Betonschicht 28 zu gewährleisten, weist die Deckenplatte 8 vorzugsweise ein sich mit dem Beton der Betonschicht 8 im flüssigen Zustand selbst verbindendes Material auf. Alternativ kann die Deckenplatte 8 eine aufgeraute Oberseite oder Vertiefungen oder Erhebungen, z.B. Nasen, bildende Oberflächenstrukturen aufweisen, mittels welcher die Deckenplatte 8 mit der Betonschicht 28 durch Formschluss gehalten wird.In this way, the slab formwork 1 is as in Fig. 1 shown constructed. In the position of use, the ceiling element 2 including the lost ceiling panel 8 (and, depending on the design, a number of additional ceiling panels 10) is finally cast. The ceiling element 2 therefore has a concrete layer 28 on the top, on the underside of which the lost ceiling slab 8 (and any other ceiling slabs 10, cf. Fig. 11 ) is arranged. In order to ensure a permanent bond between the lost ceiling slab 8 and the concrete layer 28, the ceiling slab 8 preferably has a material that bonds itself to the concrete of the concrete layer 8 in the liquid state. Alternatively, the ceiling plate 8 can have a roughened upper side or depressions or elevations, for example, noses, forming surface structures, by means of which the ceiling plate 8 is held with the concrete layer 28 by a form fit.

Beim Betonieren wird ein Zwischenraum 29 zwischen einander zugewandten Seitenflächen 30 der verlorenen Deckenplatten 8, 10 gebildet. Nach dem Gießen des Deckenelements 2 kann der Zwischenraum 29 mit einer Füllmasse 31 aufgefüllt werden (s. Fig. 11 und Fig. 14). Vorteilhaft ist daran, dass ein Betongrat 32 im Stoßbereich benachbarter Deckenschalungsrahmen 5, 9 innerhalb der Füllmasse 31 verborgen werden kann, so dass ein aufwändiges Abschleifen der Betonraupe 32, wie bei einer wiederverwendbaren Schalung mit mehreren aneinanderstoßenden Schalungsplatten, unterbleiben kann.When concreting, an intermediate space 29 is formed between facing side surfaces 30 of the lost ceiling panels 8, 10. After the ceiling element 2 has been poured, the space 29 can be filled with a filling compound 31 (see Fig. Fig. 11 and Fig. 14 ). The advantage here is that a concrete ridge 32 in the joint area of adjacent ceiling formwork frames 5, 9 can be hidden within the filler compound 31, so that there is no need for time-consuming grinding of the concrete bead 32, as in the case of reusable formwork with several formwork panels abutting one another.

In den Fig. 12 bis 14 ist eine alternative Ausführungsvariante dargestellt, wobei nachstehend lediglich die Unterschiede zur Ausführungsvariante der Fig. 1 bis 11 erläutert werden.In the Figures 12-14 an alternative embodiment is shown, with only the differences to the embodiment of FIG Figs. 1 to 11 explained.

Bei dieser Ausführungsform wird vor dem Gießen des Deckenelements 2 zumindest ein Dichtungsband 33 lediglich entlang benachbarter Randbereiche 34 an den Oberseiten 35 der verlorenen Deckenplatten 8, 10 angeordnet. Das Dichtungsband 33 überbrückt daher den Zwischenraum 29.In this embodiment, before the ceiling element 2 is cast, at least one sealing tape 33 is arranged only along adjacent edge regions 34 on the upper sides 35 of the permanent ceiling panels 8, 10. The sealing tape 33 therefore bridges the gap 29.

Claims (11)

  1. Method for producing a ceiling element (2), comprising the following steps:
    - arranging two ceiling supports (3) on a floor (23),
    - connecting a first end region (4) of a ceiling formwork frame (5) to the two ceiling supports (3) in such a way that the ceiling formwork frame (5) is arranged in an intermediate position that is inclined downward from the first end region (4) toward a second end region (7),
    - connecting a permanent ceiling panel (8) to the ceiling formwork frame (5) arranged in the intermediate position,
    - pivoting up the second end region (4) of the ceiling formwork frame (5) together with the permanent ceiling panel (8),
    - supporting the second end region (7) of the pivoted-up ceiling formwork frame (5) using at least one further ceiling support (6) and
    - casting the ceiling element (2) together with the permanent ceiling panel (8) on the ceiling formwork frame (5).
  2. Method according to claim 1, characterised in that the permanent ceiling panel (8) is placed in a holder (25) of the ceiling formwork frame (5) for connection to the ceiling formwork frame (5).
  3. Method according to either claim 1 or claim 2, characterised in that the ceiling formwork frame (25) is held independently in the intermediate position, the second end region (7) of the ceiling formwork frame (5) together with the permanent ceiling panel (8) being spaced apart from the floor (12).
  4. Method according to any of claims 1 to 3, characterised in that the second end region (7) of the ceiling formwork frame together with the permanent ceiling panel (8) is pivoted up from the intermediate position by means of a mounting rod (24).
  5. Method according to any of claims 1 to 4, characterised in that an anti-liftout means is provided between the ceiling supports (3) and the ceiling formwork frame (5), by means of which the ceiling formwork frame (5) is prevented from lifting off from the ceiling supports (3) in the pivoted-up position of the ceiling formwork frame (5).
  6. Method according to any of claims 1 to 5, characterised in that the ceiling formwork frame (6) has two longitudinal sides (19) and two transverse sides (20), at least one transverse rib (23) being provided which extends substantially in the direction of the transverse sides.
  7. Method according to any of claims 1 to 6, characterised in that at least two ceiling formwork frames (5, 9), each having a permanent ceiling panel (8, 10), are arranged next to one another in the pivoted-up position before the ceiling element (2) together with the permanent ceiling panels (8, 10) is cast onto the ceiling formwork frame (4, 9).
  8. Method according to claim 7, characterised in that an intermediate space (29) between mutually facing side surfaces (30) of the permanent ceiling panels (8, 10) is filled with a filling compound (31) after the ceiling element (2) has been cast.
  9. Method according to either claim 7 or claim 8, characterised in that a sealing strip (33) is arranged along adjacent edge regions (34) on the upper faces (35) of the permanent ceiling panels (8, 10) before the casting.
  10. Method according to any of claims 1 to 9, characterised in that the ceiling formwork frame (5) is brought into the intermediate position after the ceiling element (2) has cured.
  11. Method according to any of claims 6 to 10, characterised in that the ceiling formwork frame (5) has an elevation along the longitudinal sides (19) and/or transverse sides (20).
EP18745964.9A 2017-08-02 2018-08-02 Ceiling formwork and method for producing a ceiling element Active EP3662116B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP17184436.8A EP3438365A1 (en) 2017-08-02 2017-08-02 Ceiling formwork and method for producing a ceiling element
PCT/EP2018/070921 WO2019025513A1 (en) 2017-08-02 2018-08-02 Method for producing a ceiling element and ceiling formwork

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EP3662116A1 EP3662116A1 (en) 2020-06-10
EP3662116B1 true EP3662116B1 (en) 2021-02-24

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EP18745964.9A Active EP3662116B1 (en) 2017-08-02 2018-08-02 Ceiling formwork and method for producing a ceiling element

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US (1) US11149434B2 (en)
EP (2) EP3438365A1 (en)
CN (1) CN209040543U (en)
CA (1) CA3068904C (en)
ES (1) ES2871017T3 (en)
WO (1) WO2019025513A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL3686375T3 (en) * 2019-01-24 2022-08-16 Ulma C Y E, S. Coop. Perimeter protection system for a horizontal formwork system, and method of assembly of a perimeter protection system
EP3702550A1 (en) 2019-02-27 2020-09-02 DOKA GmbH Formwork frame, shuttering element, formwork and method
DE102019107433A1 (en) * 2019-03-22 2020-09-24 Peri Gmbh Support structure for a formwork panel
DE202020101485U1 (en) 2020-03-18 2020-03-25 Peri Gmbh Guide rod

Family Cites Families (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3046284A1 (en) * 1980-12-09 1982-07-08 Hünnebeck GmbH, 4030 Ratingen FORMWORK SYSTEM FOR CEILING FORMWORK
DE3323921A1 (en) * 1983-07-02 1985-01-03 Hünnebeck GmbH, 4030 Ratingen CEILING FORM
FR2760482B1 (en) * 1997-03-07 1999-06-04 Bruno Ricard FORMWORK FOR THE EXECUTION OF CONCRETE SLABS OR FLOORS USING A MODULAR BEARING SYSTEM
CN2367688Y (en) * 1998-10-22 2000-03-08 史磊 Formboard of steel-frame plastic plate
EP1384837B1 (en) * 2001-04-03 2009-06-03 ULMA C y E, S. COOP. Floor and roof formwork system
WO2002084050A1 (en) * 2001-04-03 2002-10-24 Ulma C Y E, S. Coop. Slab formwork system
CA2416644C (en) * 2003-01-20 2010-07-20 Paul Gillespie Concrete slab form system
DE102005031152A1 (en) * 2005-07-04 2007-01-18 Peri Gmbh Ceiling formwork system
JP5033797B2 (en) * 2005-07-04 2012-09-26 ペリ ゲゼルシャフト ミット ベシュレンクテル ハフツング Slab formwork system
DE202006003836U1 (en) * 2006-03-10 2006-06-14 Peri Gmbh Ceiling formwork system
DE102006015348A1 (en) * 2006-04-03 2007-10-04 Peri Gmbh Floor slab formwork system has multiple formwork element, and head of vertical support has anti-lift safety device fixes bearing of form work element in vertical direction
DE102007021159B4 (en) * 2007-05-05 2009-01-08 Peri Gmbh Rostdeckenschalung for the integration of a column
FR2957957B1 (en) * 2010-03-26 2015-01-02 Deko STRUCTURES, SYSTEMS, AND METHODS FOR FORMING SLABS
DE102011057124A1 (en) * 2011-12-29 2013-07-04 Friedr. Ischebeck Gmbh Panel for a system slab formwork and system slab formwork
CN102587647B (en) * 2012-03-19 2014-12-31 山东普瑞玛模板有限公司 Early-removal formwork system for concreting of constructions comprising beams, plates and columns
EP2679744A1 (en) * 2012-06-29 2014-01-01 Hofin GmbH Concreting ceiling board
DE102012211388A1 (en) * 2012-06-29 2014-01-02 Hofin Gmbh Formwork panel for concreting slabs, has hook element having first end region connected in and out of space distance between carriers extending at mutual distance according to functional state of concreting slabs
ITPD20120411A1 (en) * 2012-12-28 2014-06-29 Faresin Building Division S P A PERFORMED STRUCTURE OF CASSERATION FOR THE EXECUTION OF HORIZONTAL JETS FOR THE CONSTRUCTION OF FLOORS
DE102013107303B4 (en) * 2013-07-10 2024-06-06 Polytech Gmbh Formwork panel for concreting formwork
CN204059954U (en) * 2014-08-27 2014-12-31 广东浩和绿色建筑研究有限公司 A kind of construction formwork shores structure
EP3292254B1 (en) 2015-05-06 2023-03-22 ISF Energies Lost formwork panel, assembly of such panels and a method for construction of a concrete floor slab
ITUB20152326A1 (en) * 2015-07-20 2017-01-20 Faresin Building S P A CASSERATION STRUCTURE FOR THE EXECUTION OF HORIZONTAL JETS FOR THE CONSTRUCTION OF FLOORS
DE102016204633A1 (en) * 2016-03-21 2017-09-21 Peri Gmbh Ceiling table and ceiling formwork with such a ceiling table
US10053877B2 (en) * 2016-09-19 2018-08-21 Michael L. Lenkin Adjustable support device and shoring system
US10407925B2 (en) * 2017-07-10 2019-09-10 Doka Gmbh Method of installing a formwork support system, formwork support system and longitudinal beam
US10053875B1 (en) * 2017-07-10 2018-08-21 Doka Gmbh Formwork support system and formwork support prop
EP3887617A1 (en) * 2018-11-29 2021-10-06 Peri Gmbh Alphadeck - large area slab panel formwork system
EP3702550A1 (en) * 2019-02-27 2020-09-02 DOKA GmbH Formwork frame, shuttering element, formwork and method
DE102019107430A1 (en) * 2019-03-22 2020-09-24 Peri Gmbh Connection strip for ceiling formwork

Non-Patent Citations (1)

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

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CN209040543U (en) 2019-06-28
US20200232213A1 (en) 2020-07-23
CA3068904A1 (en) 2019-02-07
WO2019025513A1 (en) 2019-02-07
EP3662116A1 (en) 2020-06-10
US11149434B2 (en) 2021-10-19
EP3438365A1 (en) 2019-02-06
ES2871017T3 (en) 2021-10-28
CA3068904C (en) 2022-06-21

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