EP2749713B1 - Schalungsstruktur zur Ausführung von Horizontalgüssen zur Bereitstellung von Bodenplatten - Google Patents

Schalungsstruktur zur Ausführung von Horizontalgüssen zur Bereitstellung von Bodenplatten Download PDF

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Publication number
EP2749713B1
EP2749713B1 EP13198780.2A EP13198780A EP2749713B1 EP 2749713 B1 EP2749713 B1 EP 2749713B1 EP 13198780 A EP13198780 A EP 13198780A EP 2749713 B1 EP2749713 B1 EP 2749713B1
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EP
European Patent Office
Prior art keywords
panel
formwork structure
load
contoured
structure according
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Active
Application number
EP13198780.2A
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English (en)
French (fr)
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EP2749713A1 (de
Inventor
Guido Faresin
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Faresin Building Division SpA
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Faresin Building Division SpA
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Publication of EP2749713A1 publication Critical patent/EP2749713A1/de
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, 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
    • E04G11/38—Forms, 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down

Definitions

  • the present invention relates to a formwork structure for the execution of horizontal castings for the provision of floor slabs.
  • a first drawback of the structures known today consists in the fact that the panels are inconvenient to handle owing to the weight of their wooden components, to the detriment of the speed of assembly of the formwork structure and of the safety of the operator.
  • a formwork structure for executing floor slabs and the like which comprises a frame for supporting panels and props for supporting such frame, characterized in that the panels comprise a frame covered by a metallic net that defines a working surface of the panel.
  • the metallic net is made of electro-welded metallic rods.
  • Such invention provides a formwork structure that is easy and safe to set up even by a single operator; in fact the panels with a working surface defined by a metallic net are much lighter and manageable than the wooden panels known today.
  • such a conventional structure has a predefined direction of assembly, since both the load-bearing heads and the corner regions of the panels are made so that the assembly can be performed by engaging a panel between two heads at a predefined side thereof and then by raising the opposite side of the same panel.
  • the formwork is comprised of panels that are laterally adjacent in one direction and are separated by a space in the direction of the perpendicular, such space being necessary to allow the engagement of the panels, in an inclined arrangement, during the assembly step and their subsequent rotation.
  • FR 2 957 957 A1 discloses a slab formwork frame support having a combination of features as set forth in the pre-characterizing portion of the appended claim 1.
  • the aim of the present invention is to provide a formwork structure for the execution of horizontal castings for the provision of floor slabs, which is capable of overcoming the above-mentioned limitation of conventional formwork structures.
  • an object of the invention is thus to make available a formwork structure that can be assembled and dismantled in two mutually different directions.
  • Another object of the invention is to provide a formwork structure that is easy to handle in the manner of conventional formworks.
  • Another object of the invention is to provide a formwork structure that is more flexible in use than conventional formworks.
  • Another object of the invention is to provide a formwork structure that offers performance levels that are not lower than those of formworks of the conventional type.
  • Another object of the invention is to provide a formwork structure that can be provided using conventional systems and technologies.
  • a formwork structure 10 for the execution of horizontal castings for the provision of floor slabs of the type comprising a series of props 11, and load-bearing heads 12 to be arranged on the props 11 for the resting of panels 13, 14, 15, and a fourth panel 16 which is shown schematically in Figure 8 , all designed to form a surface for a concrete casting.
  • Each one of the load-bearing heads 12 comprises a plate 17 on which a cage 17a is welded, having a square plan shape and being obtained from metallic profiled elements; in the corner regions of the cage 17a are recessed seats 18 and 19, clearly visible in Figures 3 and 4 , which constitute the corner support of the load-bearing lateral profiles 22 and 23 of a panel, for example 13 (which rests on a corner different from the one that comprises the recessed seats 18 and 19, but in any case in an equivalent manner).
  • Each corner region 20 of the plate 17 has means 26 for the reversible engagement of a corner portion, designated for example with the reference numeral 24 for a panel 13 and with the reference numeral 25 for another panel 15, of a panel 13, 14, 15 and 16 on one of its sides selected from the two incident sides, for example 27 and 28 in Figure 3 , which define a corner portion 24 and 25 between them.
  • the reversible engagement means 26 comprising anti-tipping safety means 29 and are designed to support the panel when hung in a temporary inclined configuration for assembly and disassembly, described in more detail hereinbelow.
  • the means 26 for the reversible engagement of a corner portion 24 and 25 of a panel 13, 14, 15 and 16 can clearly be seen in Figures 4 , 5 and 6 ; they comprise, for each corner region 20, two contoured tabs 31 and 32, which are arranged on mutually perpendicular planes of arrangement and extend both substantially at right angles to the plate 17, a first contoured tab 31 available for the engagement and disengagement of a side 28 of a corner portion, for example 24, of a panel, for example 13, the second contoured tab 32 being available for the engagement and disengagement of the other side 27 of the same corner portion of the same panel.
  • Each one of the contoured tabs 31 and 32 has an angled portion 33 adapted to receive by resting a complementarily shaped part 37, which can clearly be seen in Figures 6 and 7 , of a load-bearing lateral profile 22 or 23, which can clearly be seen in Figures 11 and 12 , of the frame border 35 of the frame 36 of a panel 13, 14, 15 and 16, such resting being provided with the panel in the inclined configuration for assembly or disassembly, such as for example for the panel 15 in Figure 7 .
  • the anti-tipping safety means are constituted, for each one of the contoured tabs 31 and 32, by a tooth 38, which can clearly be seen in Figures 6 and 7 , that is extended at the angled portion 33 so as to define, above it in the configuration for use, an abutment undercut 39 for the inner rim 40 of a hole 41 that is defined in a load-bearing lateral profile 22 or 23 that defines a side 27 and 28 of a panel.
  • Each load-bearing lateral profile 22 or 23 has a base 42 for supporting the panel 13, 14, 15 and 16 in the configuration for use, which is designed to be arranged resting on the corresponding recessed seat 18 or 19 of the cage 17a, and in abutment against a corresponding centering wing 43 that protrudes upward from the plate 17, as can clearly be seen in Figure 6 .
  • each load-bearing head 12 has a plate 17 that is substantially square, with contoured tabs 31 and 32, for engagement, that are arranged symmetrically at the corner regions, and centering wings 43 that are interposed between two contoured tabs 31 and 32 having the same arrangement and being equidistant from the same contoured tabs 31 and 32.
  • Contoured tabs and wings are spaced apart so as to allow the mounting and removal of panels on both sides of those same panels.
  • the cage 17a having a square plan shape and being obtained from metallic profiled elements is constituted by four substantially flat metallic bars, for example 44 and 45 in the figures, that are fixed perpendicularly, for example by welding, to the plate 17, with the recessed seats 18 and 19 that are provided on the respective upper edges 46 and 47 at the end portions of the bars 44 and 45, as in Figure 4 .
  • the load-bearing heads 12 are of the drop type for early removal, and should be understood as being of a known type, but it should be understood that they can also be of a different type, according to necessity and use.
  • the tooth 38 prevents the panel from falling.
  • a formwork structure is provided that can be assembled and dismantled in two different directions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Floor Finish (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Claims (7)

  1. Eine Schalungsstruktur (10) zur Ausführung von Horizontalgüssen zur Bereitstellung von Bodenplatten, von der Art, die eine Reihe von Stützen (11) und Lasten tragende Köpfe (12) umfasst, um sie auf den Stützen (11) zum Aufliegen von Platten (13, 14, 15, 16) anzubringen, die konstruiert sind, um eine Oberfläche für einen Betonguss zu bilden; wobei jeder der Lasten tragenden Köpfe (12) eine Platte (17)umfasst, auf der ein Käfig (17a) verschweißt ist, wobei der Käfig einen quadratischen Grundriss hat und aus metallischen Profilelementen hergestellt ist, wobei vertiefte Sitze (18, 19) in den Eckbereichen des Käfigs (17a) angebracht sind und die Eckstütze der tragenden Seitenprofile (22, 23) der Platte (13) bilden und jeder Eckbereich (20) der Platte (17) Mittel (26) für den reversiblen Eingriff einer der Platten (13, 14, 15, 16) auf einer Seite davon hat, die aus zwei zusammentreffenden Seiten (27, 28) gewählt wird, dadurch gekennzeichnet, dass die Mittel (26) für reversiblen Eingriff Anti-Kipp-Sicherheitsmittel (29) umfassen, die konstruiert sind, um die Platte zu tragen, die in einer vorübergehenden schrägen Anordnung zur Montage und Demontage aufgehängt sind.
  2. Die Schalungsstruktur gemäß Anspruch 1, dadurch gekennzeichnet, dass die Mittel (26) für den reversiblen Eingriff eines Eckbereichs (24, 25) einer Platte (13, 14, 15, 16) in jedem Eckbereich (20) der Platte (17) zwei konturierte Nasen (31, 32) umfassen, die auf zueinander senkrechten Anordnungsebenen angeordnet sind und die sich beide im Wesentlichen in rechten Winkeln zu der Platte (17) erstrecken, wobei eine erste konturierte Nase (31) verfügbar ist für das Halten und Lösen einer Seite (27) eines Eckbereichs (24), zum Beispiel einer Platte, zum Beispiel (13), wobei die zweite konturierte Nase (32) verfügbar ist für das Halten und Lösen der anderen Seite (28), zusammentreffend mit der ersten Seite (27), desselben Eckbereichs (24) derselben Platte (13).
  3. Die Schalungsstruktur gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass jede der konturierten Nasen (31, 32) einen winkligen Abschnitt (33) hat, der ausgebildet ist, um durch Aufliegen einen komplementär geformten Teil (37) eines Umfangsprofils (34) der Rahmenbegrenzung (35) des Rahmens (36) einer Platte (13, 14, 15, 16) aufzunehmen, wobei das Aufliegen mit der Platte in der schrägen Anordnung zur Montage oder Demontage stattfindet.
  4. Die Schalungsstruktur gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass die Anti-Kipp-Sicherheitsmittel für jede der konturierten Nasen (31, 32) in einem Zahn (38) bestehen, der im winkligen Abschnitt (33) verlängert ist, um so, über ihm in der Nutzungsanordnung, eine Widerlager-Unterschneidung (39) für den inneren Rand (40) eines Lochs (41) zu bestimmen, das in dem tragenden Seitenprofil (22, 23) bestimmt ist, welches eine Seite (27, 28) einer Platte bestimmt.
  5. Die Schalungsstruktur gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass jedes tragende Seitenprofil (22, 23) eine Basis (42) zum Tragen der Platte in der Nutzungsanordnung hat, wobei die Basis (42) konstruiert ist, um im Anschlag gegen einen entsprechenden Zentrierflügel (43) angeordnet zu werden, der von der Platte (17) aufwärts ragt.
  6. Die Schalungsstruktur gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass jeder Last tragende Kopf (12) im Wesentlichen quadratisch ist, mit konturierten Nasen (31, 32) für Eingriff, die symmetrisch an den Eckbereichen angeordnet sind, und wobei Zentrierflügel (43), die zwischen zwei konturierten Nasen (31, 32) angeordnet sind, dieselbe Anordnung haben und äquidistant sind von den konturierten Nasen (31, 32).
  7. Die Schalungsstruktur gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass die Last tragenden Köpfe (12) zum Zwecke früher Entnahme vom Falltyp sind.
EP13198780.2A 2012-12-28 2013-12-20 Schalungsstruktur zur Ausführung von Horizontalgüssen zur Bereitstellung von Bodenplatten Active EP2749713B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000411A ITPD20120411A1 (it) 2012-12-28 2012-12-28 Struttura perfezionata di casseratura per l'esecuzione di getti orizzontali per la realizzazione di solai

Publications (2)

Publication Number Publication Date
EP2749713A1 EP2749713A1 (de) 2014-07-02
EP2749713B1 true EP2749713B1 (de) 2015-12-09

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EP13198780.2A Active EP2749713B1 (de) 2012-12-28 2013-12-20 Schalungsstruktur zur Ausführung von Horizontalgüssen zur Bereitstellung von Bodenplatten

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EP (1) EP2749713B1 (de)
IT (1) ITPD20120411A1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11149434B2 (en) * 2017-08-02 2021-10-19 Doka Gmbh Method for producing a ceiling element and ceiling formwork

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015223772A1 (de) * 2015-11-30 2017-06-01 Peri Gmbh Stützenkopf, Deckenstütze mit einem solchen Stützenkopf und Deckenschalung mit einer solchen Deckenstütze
CA2962013A1 (en) * 2016-03-24 2017-09-24 Faresin Building S.P.A. Formwork for performing horizontal castings for the provision of floors
US11225802B2 (en) 2017-10-12 2022-01-18 George CHARITOU Prop head assembly
US10711472B2 (en) * 2017-12-22 2020-07-14 Bond Formwork Systems, LLC Pass-through head assembly for a grid shoring system
MA54272A (fr) * 2018-11-29 2022-03-09 Peri Gmbh Alphadeck - système de coffrage de panneau de dalle de grande surface
CN110374391A (zh) * 2019-07-29 2019-10-25 中国能源建设集团湖南省电力设计院有限公司 一种500kV单回紧凑型线路的“干”字型转换耐张塔
US11047142B1 (en) 2020-07-31 2021-06-29 Bond Formwork Systems, LLC Main beam structure and profile for formwork grid systems
US10982452B1 (en) 2020-07-31 2021-04-20 Bond Formwork Systems, LLC Secondary joist profile for grid systems
US11268289B2 (en) 2020-07-31 2022-03-08 Bond Formwork Systems, LLC Drophead nut for formwork grid systems
DE102021213606A1 (de) * 2021-12-01 2023-06-01 Doka Gmbh Deckenschalungselement

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3515322A1 (de) * 1985-04-27 1986-10-30 Josef 7611 Steinach Maier Deckenschalung
DE102007008209A1 (de) * 2007-02-20 2008-08-21 Peri Gmbh Ausgesteiftes Deckenschalungssystem
FR2957957B1 (fr) * 2010-03-26 2015-01-02 Deko Structures, systemes, et procedes de coffrage de dalles

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11149434B2 (en) * 2017-08-02 2021-10-19 Doka Gmbh Method for producing a ceiling element and ceiling formwork

Also Published As

Publication number Publication date
EP2749713A1 (de) 2014-07-02
ITPD20120411A1 (it) 2014-06-29

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