EP2749713B1 - Structure de coffrage pour l'exécution de pièces coulées horizontales dans la fourniture de dalles de plancher - Google Patents

Structure de coffrage pour l'exécution de pièces coulées horizontales dans la fourniture de dalles de plancher 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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German (de)
English (en)
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EP2749713A1 (fr
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/fr
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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. Structure de coffrage (10) pour l'exécution de pièces coulées horizontales pour la fourniture de dalles de plancher, du type comprenant une série d'étais (11) et de têtes porteuses de charge (12) devant être agencées sur lesdits étais (11) pour l'appui de panneaux (13, 14, 15, 16) conçus afin de former une surface pour un moulage de béton, chacune desdites têtes porteuses de charge (12) comprenant une plaque (17) sur laquelle une cage (17a) est soudée, ladite cage ayant une forme en plan carrée et étant obtenue à partir d'éléments profilés métalliques, des assises creuses (18, 19) étant prévues dans les régions de coin de ladite cage (17a), et constituant le support de coin des profils latéraux porteurs de charge (22, 23) du panneau (13), chaque région de coin (20) de ladite plaque (17) présentant des moyens (26) pour la mise en prise réversible d'un des panneaux (13, 14, 15, 16) sur un côté de celui-ci qui est choisi parmi deux côtés incidents (27, 28), caractérisée en ce que lesdits moyens de mise en prise réversibles (26) comprenant des moyens de sécurité anti-basculement (29) sont conçus pour supporter le panneau suspendu dans une configuration provisoirement inclinée pour montage et démontage.
  2. Structure de coffrage selon la revendication 1, caractérisée en ce que lesdits moyens (26) pour la mise en prise réversible d'une partie de coin (24, 25) d'un panneau (13, 14, 15, 16) comprennent, au niveau de chaque région de coin (20) de ladite plaque (17), deux languettes profilées (31, 32), qui sont agencées sur des plans d'agencement mutuellement perpendiculaires et s'étendent à la fois sensiblement à angles droits par rapport à ladite plaque (17), une première languette profilée (31) disponible pour la mise en prise et hors prise d'un côté (27) d'une partie de coin, par exemple (24), d'un panneau, par exemple (13), la seconde languette profilée (32) étant disponible pour la mise en prise et hors prise de l'autre côté (28), incident sur le premier côté (27), de la même partie de coin (24) du même panneau (13).
  3. Structure de coffrage selon une ou plusieurs des revendications précédentes, caractérisée en ce que chacune desdites languettes profilées (31, 32) présente une partie anguleuse (33) adaptée pour recevoir par appui une partie de forme complémentaire (37) d'un profil périmétrique (34) de la bordure de cadre (35) du cadre (36) d'un panneau (13, 14, 15, 16), ledit appui étant prévu avec ledit panneau dans la configuration inclinée pour montage ou démontage.
  4. Structure de coffrage selon une ou plusieurs des revendications précédentes, caractérisée en ce que lesdits moyens de sécurité anti-basculement sont constitués, pour chacune desdites languettes profilées (31, 32) d'une dent (38) qui est étendue au niveau de la partie anguleuse (33) de sorte à définir, au-dessus d'elle dans la configuration d'utilisation, une contre-dépouille de butée (39) pour le rebord interne (40) d'un trou (41 ) qui est défini dans ledit profil latéral porteur de charge (22, 23) qui définit un côté (27, 28) d'un panneau.
  5. Structure de coffrage selon une ou plusieurs des revendications précédentes, caractérisée en ce que chaque profil latéral porteur de charge (22, 23) possède une base (42) pour supporter le panneau dans la configuration d'utilisation, ladite base (42) étant conçue pour être agencée en butée contre une aile de centrage correspondante (43) qui fait saillie vers le haut par rapport à ladite plaque (17).
  6. Structure de coffrage selon une ou plusieurs des revendications précédentes, caractérisée en ce que chaque tête porteuse de charge (12) est sensiblement carrée, avec des languettes profilées (31, 32), pour mise en prise, qui sont agencées de manière symétrique au niveau des régions de coin, et des ailettes de centrage (43) qui sont intercalées entre deux languettes profilées (31, 32) ayant le même agencement et étant équidistantes desdites languettes profilées (31, 32).
  7. Structure de coffrage selon une ou plusieurs des revendications précédentes, caractérisée en ce que lesdites têtes porteuses de charge (12) sont du type à abaissement pour un retrait anticipé.
EP13198780.2A 2012-12-28 2013-12-20 Structure de coffrage pour l'exécution de pièces coulées horizontales dans la fourniture de dalles de plancher Active EP2749713B1 (fr)

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 (fr) 2014-07-02
EP2749713B1 true EP2749713B1 (fr) 2015-12-09

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EP13198780.2A Active EP2749713B1 (fr) 2012-12-28 2013-12-20 Structure de coffrage pour l'exécution de pièces coulées horizontales dans la fourniture de dalles de plancher

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EP (1) EP2749713B1 (fr)
IT (1) ITPD20120411A1 (fr)

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 (fr) * 2016-03-24 2017-09-24 Faresin Building S.P.A. Coffrage servant a preformer des moulages horizontaux destines a des planchers
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 (fr) 2014-07-02
ITPD20120411A1 (it) 2014-06-29

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