EP2977526B1 - Équerre de fixation pour coffrages de rives de dalle - Google Patents

Équerre de fixation pour coffrages de rives de dalle Download PDF

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Publication number
EP2977526B1
EP2977526B1 EP15183345.6A EP15183345A EP2977526B1 EP 2977526 B1 EP2977526 B1 EP 2977526B1 EP 15183345 A EP15183345 A EP 15183345A EP 2977526 B1 EP2977526 B1 EP 2977526B1
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EP
European Patent Office
Prior art keywords
limb
fastening bracket
cover plate
edge formwork
retaining
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
EP15183345.6A
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German (de)
English (en)
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EP2977526A1 (fr
Inventor
Pino Albanese
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Individual
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Individual
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Publication of EP2977526A1 publication Critical patent/EP2977526A1/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
    • E04G11/365—Stop-end shutterings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Definitions

  • the invention relates to a mounting bracket for Deckenrandabschalitch according to the preamble of claim 1.
  • Fixing brackets also called Abschalwinkel, are used for attaching Abschalbrettern or lost formwork for attaching formwork, which remain after concreting the ceiling in the building.
  • the mounting brackets are usually attached to the slab formwork with nails, then the shuttering is also attached with nails to the mounting brackets.
  • the fixing brackets are embedded in the concrete mass for the ceiling and are then no longer visible.
  • the known Abschal- or mounting bracket are made of steel or plastic. Since the construction is purchased very cost-conscious and steel angles are more expensive than those made of plastic, therefore, various versions of plastic angles are known. These include a base leg, which in spaced to the Deckenabschalung comes to lie and at right angles to a bracket on which so-called nail loops, ie small spacers are formed, which ensure a distance between the board and the holding leg. Through the nail loops, the nails are passed, with which the board is attached to the spacer. Since plastic angles must also have a certain minimum rigidity in order to be able to absorb the forces of the liquid concrete mass without the shut-off plate tilting outwards, precautions must be taken to ensure high rigidity.
  • the bending stiffness of the base leg and the entire angle can be significantly increased.
  • the flexural rigidity can be significantly increased according to the craftsman's desire and adapted to the respective requirements. The stiffness then surpasses the values of more expensive full metal angles.
  • FIG. 1 designated by reference numeral 1 attachment or Abschalwinkel, short angle called 1, comprises a base leg 3 and a holding leg 5.
  • the two legs 3, 5 are connected to each other such that the bearing surfaces 7 on the base leg in stand a right angle to the holding leg or to the end faces of the holding leg 5 attached nail loops 9.
  • the base leg 3 comprises a lower cover plate 11 and an upper cover plate 13. At the lower cover plate 11 feet 15 are formed, which form the support surface 7 on the formwork. Between the two in the example slightly conical cover plates 11 and 13, a framework is formed, which is formed by roof-like strut pairs 17 and 19 and optionally additional vertical support 21. The roof-like two pairs of struts 17, 19 are either ever parallel or at a very acute angle.
  • the apex S of the upper strut pair 17 is connected to the upper cover plate 13; the lower edges of the upper strut pair 17 are connected to the lower cover plate 11.
  • the apex of the lower strut pair 19 is spaced from the apex of the upper strut pair 17 and is connected to the vertical support 21.
  • both strut pairs 17, 19 meet at the upper cover plate 13 and are connected there directly to the cover plate 13.
  • the two legs of the upper strut pair 17 meet with the upper cover plate 13 at a tubular node 55th
  • the free end of the base leg 3 may have a taper 4, on which an extension element, which is not shown in the figures, can be placed.
  • a foot 15 is also formed on the lower surface thereof.
  • One of the feet 15 is preferably below the apex of the pairs of struts 17, 19 or if only one extending to the free end of the base leg 3 strut is present below the upper connection to the upper cover plate thirteenth
  • the base leg 3 extends - in contrast to the known mounting brackets - back preferably to the outer surface 23 of the retaining leg 5, on which the nail loops 9 are formed.
  • the connecting region between the base leg 3 and retaining leg 5 is carried out by again roof-like arranged first and second auxiliary struts 25 and 27, wherein the apex of which is connected to the inner surface 29 of the retaining leg 5.
  • the whole front part of the base leg 3 is thus at Support or attachment point suspended on the slab formwork 57 (see FIG. FIG. 5 ).
  • mushroom-shaped pins 31 are formed laterally, which are radially inwardly deformed by crosswise incisions.
  • the pins 31 may be formed by cylindrical thickening of the pairs of struts 17 or another pair of struts and project beyond this.
  • differently shaped locking elements may also occur.
  • the lower and the upper cover plate 11, 13 have, in an advantageous embodiment, a greater width b than the width of the at least one strut 17 and / or 19 of the truss.
  • This measure makes it possible between the two cover plates 11, 13 play a stiffening plate or a stiffening angle 33 made of steel, preferably made of high-strength steel, plastic or other material, insert.
  • a stiffening plate or a stiffening angle 33 made of steel, preferably made of high-strength steel, plastic or other material, insert.
  • holes are provided according to the arrangement of the pins 31 on the base leg, passed through the pins or locking elements 31 and engage after complete pressing of the stiffening angle 33 to the struts 17, 19. This results in a substantial increase in the already existing high rigidity of the base leg 3.
  • the outer surface 23 and the inner surface 29 of the retaining leg 5 protrude beyond the side surfaces 35.
  • the intervening space is when clipping one or two Stiffening angle 33 filled.
  • the stiffening angle 33 is therefore held substantially free of play and is held insoluble by also existing pin 31.
  • the latching means 31 are arranged offset on the two side surfaces and offset staggered in the stiffening angles in each case two holes. As a result, the angle 1 can be packed together side by side for transportation.
  • the nail loops 9, in the present example according to FIG. 5 five in number, are not as in the prior art in pairs and often also interconnected side by side, but each offset by half of the distances. This allows an unobstructed zig-zag flow of the liquid concrete between a formwork board, against which the nail loops 9 and the outer surface 23 of the holding leg 5. This results in a smooth pore-free concrete surface in the visible ceiling edge.
  • the liquid concrete can therefore flow unhindered zigzag down. This further causes a better Einbetonieren the angle 1, a more homogeneous surface and thereby additionally prevents the breaking out of the ceiling forehead under load of the angle. 1
  • a fin 41 may be formed, the outer edge 43 is in the common plane of the end faces 45 of the nail loops 9.
  • the upper end of the retaining leg 5 has a smaller cross section over a portion, which allows the pushing on of an extension cap 53. This allows the installation of clamping Deckenrandabschalungs-systems, with which a formwork panel 67 can be held during the casting of the ceiling from the outside. It can also be put on a railing post.
  • the stiffening angle 33 can be extended at the stiffening angle 33 of the holding leg 5 so that it projects into one or at most two attachments 53 and thus significantly increases their flexural strength.
  • FIG. 5 In the schematic representation according to FIG. 5 is the mounting bracket 1 on the slab formwork 57, which is supported by a ceiling support 59, attached. The attachment via nails 61, which have been driven from above through the base leg 3 in the formwork 57.
  • the foot 15 under the retaining leg 5 and possibly also the adjacent base leg 3 therefore find no support.
  • dash-dotted lines a Deckenrand-Abschalplatte 67 is indicated to illustrate the situation.

Claims (14)

  1. Equerre de fixation (1) pour coffrages de rives de dalle, comprenant une branche de base (3) destinée à être fixée sur un coffrage de dalle (57), une branche de maintien (5) perpendiculaire à celle-ci pour la fixation d'une plaque de coffrage de rive de dalle (67) ainsi que des clous-vis (9) disposés sur la branche de maintien (5) pour maintenir à espacement la plaque de coffrage de rive de dalle (67), la branche de base (3) présentant une plaque de recouvrement supérieure et une plaque de recouvrement inférieure (13, 11) entre lesquelles un treillis est formé, et plusieurs clous-vis (9) étant disposés sur la branche de maintien (5),
    caractérisée en ce que
    les clous-vis (9) sont disposés de manière alternée à gauche et à droite sur la branche de maintien (5) et leurs chevilles de guidage de clou (37) sont serrées par des ailettes (39) triangulaires ou trapézoïdales contre la surface extérieure (23) de la branche de maintien (5), et en ce que l'extension longitudinale des ailettes (39) forme un angle aigu avec la branche de maintien (5) pour guider le béton en zigzag vers le bas.
  2. Equerre de fixation (1) pour coffrages de rives de dalle selon la revendication 1, caractérisée en ce qu'une panne (41) perpendiculaire à la surface extérieure (23) est formée dans la zone de jonction en coin des deux branches (3, 5).
  3. Equerre de fixation (1) pour coffrages de rives de dalle selon la revendication 2, caractérisée en ce qu'une pièce de coin (49) triangulaire à côtés égaux ou inégaux est formée sur la panne (41) de manière à pouvoir être cassée le long d'une ligne perforée (47), si bien que la panne (41) présente un bord s'étendant angulairement pour la mise en place d'une baguette triangulaire après cassure de la pièce de coin (49).
  4. Equerre de fixation pour coffrages de rives de dalle selon l'une des revendications précédentes, caractérisée en ce que la plaque de recouvrement supérieure (13) et la plaque de recouvrement inférieure (11) sont reliées entre elles par au moins une entretoise (17), de sorte que l'extrémité inférieure de l'entretoise (17) est directement ou indirectement raccordée à la plaque de recouvrement inférieure (11) au niveau de l'extrémité libre de la branche de base (3), et que l'extrémité supérieure de l'entretoise (17) est directement ou indirectement raccordée à la plaque de recouvrement supérieure (13) dans la zone centrale de la branche de base (3).
  5. Equerre de fixation selon la revendication 4, caractérisée en ce que les entretoises (17, 19) formant le treillis sont disposées en forme de toit et/ou s'étendent en superposition entre les deux plaques de recouvrement (11, 13) de la branche de base (3).
  6. Equerre de fixation selon la revendication 4 ou la revendication 5, caractérisée en ce que les extrémités supérieures des entretoises (17, 19) sont raccordées à une traverse (21) reliant la surface de recouvrement inférieure à la surface de recouvrement supérieure (11, 13) perpendiculairement à la surface de recouvrement inférieure (11).
  7. Equerre de fixation selon l'une des revendications 4 à 6, caractérisée en ce que les entretoises ou paires d'entretoises (17, 19) se rencontrent sur une ligne ou sur un noeud tubulaire (55).
  8. Equerre de fixation selon l'une des revendications 4 à 7, caractérisée en ce qu'un des pieds (15) supportant la branche de base (3) est disposé en dessous de l'extrémité supérieure des entretoises (17, 19).
  9. Equerre de fixation (1) pour coffrages de rives de dalle selon l'une des revendications 4 à 8, caractérisée en ce qu'une première entretoise auxiliaire (25) croisant les entretoises (17, 19) est prévue dans la zone de jonction en coin de la branche de base (3) avec la branche de maintien (5).
  10. Equerre de fixation (1) pour coffrages de rives de dalle selon la revendication 4 ou la revendication 5, caractérisée en ce que le treillis se prolonge en dessous de la branche de maintien (5) au-delà de la branche de base (3), et en ce que l'extrémité inférieure de la branche de maintien (5) repose sur la hauteur de la plaque de recouvrement supérieure (13) et est raccordée à celle-ci et/ou en ce qu'une deuxième entretoise auxiliaire (27) en complément d'une première entretoise auxiliaire (25) va en formant un toit de l'extrémité supérieure de la première entretoise auxiliaire (25) à la transition de la surface extérieure (23) de la branche de maintien (5) avec la face inférieure de la branche d'appui (7).
  11. Equerre de fixation (1) pour coffrages de rives de dalle selon l'une des revendications précédentes, caractérisée en ce qu'un élément de renforcement (33) est disposé au moins sur la branche de base (3) et/ou sur la branche de maintien (5).
  12. Equerre de fixation (1) pour plaque de coffrage de rives de dalle (67) selon la revendication 11, caractérisée en ce que l'élément de renforcement (33) est mis en place sur la branche de base (3) entre les parties des deux plaques de recouvrement (11, 13) qui dépassent latéralement du treillis.
  13. Equerre de fixation (1) pour coffrages de rives de dalle selon la revendication 11 ou la revendication 12, caractérisée en ce que ledit au moins un élément de renforcement (33) peut être enclenché sans outil et est maintenu de manière inamovible sur des éléments d'enclenchement (31) de l'équerre de fixation (1).
  14. Equerre de fixation selon la revendication 10, caractérisée en ce que l'élément de renforcement (33) comprend une équerre en forme de L en acier, en matière plastique ou un autre matériau, et/ou en ce que l'élément de renforcement (33) est formé avec différentes matières plastiques lors de la fabrication de l'équerre de fixation (1).
EP15183345.6A 2011-02-23 2012-02-23 Équerre de fixation pour coffrages de rives de dalle Active EP2977526B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH00315/11A CH704519A1 (de) 2011-02-23 2011-02-23 Befestigungswinkel für Deckenrandabschalungen.
EP12708081.0A EP2678493B1 (fr) 2011-02-23 2012-02-23 Équerre de fixation pour coffrages pour bordures de plancher

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP12708081.0A Division-Into EP2678493B1 (fr) 2011-02-23 2012-02-23 Équerre de fixation pour coffrages pour bordures de plancher
EP12708081.0A Division EP2678493B1 (fr) 2011-02-23 2012-02-23 Équerre de fixation pour coffrages pour bordures de plancher

Publications (2)

Publication Number Publication Date
EP2977526A1 EP2977526A1 (fr) 2016-01-27
EP2977526B1 true EP2977526B1 (fr) 2017-02-01

Family

ID=45814319

Family Applications (2)

Application Number Title Priority Date Filing Date
EP15183345.6A Active EP2977526B1 (fr) 2011-02-23 2012-02-23 Équerre de fixation pour coffrages de rives de dalle
EP12708081.0A Active EP2678493B1 (fr) 2011-02-23 2012-02-23 Équerre de fixation pour coffrages pour bordures de plancher

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP12708081.0A Active EP2678493B1 (fr) 2011-02-23 2012-02-23 Équerre de fixation pour coffrages pour bordures de plancher

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EP (2) EP2977526B1 (fr)
CH (1) CH704519A1 (fr)
WO (1) WO2012113088A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH707643A2 (de) 2013-02-20 2014-08-29 Pino Albanese Befestigungswinkel für Deckenrandabschalungen.
AT519309B1 (de) * 2016-11-02 2020-07-15 Harra Stefan Befestigungswinkel für deckenrandabschalungen
AT15629U1 (de) * 2016-11-02 2018-03-15 Harra Stefan Befestigungswinkel für deckenrandabschalungen
CH714812B1 (de) 2018-03-20 2022-02-28 Albanese Pino Erweiterungselement für einen Abschalwinkel.

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1897635U (de) * 1964-06-05 1964-07-30 Peter Schaefges Schalungstraeger fuer balkone, gesimse, erker od. dgl.
US5788875A (en) * 1992-03-30 1998-08-04 Walser; Hans-Peter Device for a detachable securing of formwork boards
CH686689A5 (de) * 1993-01-14 1996-05-31 Hans Peter Walser Vorrichtung zum loesbaren Festhalten von Schaltafeln.
DE29503343U1 (de) * 1995-02-28 1995-05-18 Dausend Hans Werner Haltewinkel für Deckenrandschalungen
DE29711269U1 (de) * 1997-06-27 1997-08-21 Frank Gmbh & Co Kg Max Befestigungssystem für Abschalelemente
ATE216647T1 (de) * 1999-09-24 2002-05-15 Georg Weidner Stapelbare fixiervorrichtung für schalungszwecke
CH703670B1 (de) * 2004-12-17 2012-03-15 Pino Albanese Abschalplattenhalter.

Also Published As

Publication number Publication date
EP2678493B1 (fr) 2016-06-15
WO2012113088A1 (fr) 2012-08-30
EP2678493A1 (fr) 2014-01-01
CH704519A1 (de) 2012-08-31
EP2977526A1 (fr) 2016-01-27

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