EP1079037B1 - Procédé de réalisation d'un coffrage de bordure de dalle et coffrage relatif - Google Patents

Procédé de réalisation d'un coffrage de bordure de dalle et coffrage relatif Download PDF

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Publication number
EP1079037B1
EP1079037B1 EP00810719A EP00810719A EP1079037B1 EP 1079037 B1 EP1079037 B1 EP 1079037B1 EP 00810719 A EP00810719 A EP 00810719A EP 00810719 A EP00810719 A EP 00810719A EP 1079037 B1 EP1079037 B1 EP 1079037B1
Authority
EP
European Patent Office
Prior art keywords
wall
sheathing
edge
ceilings
plate
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.)
Expired - Lifetime
Application number
EP00810719A
Other languages
German (de)
English (en)
Other versions
EP1079037A3 (fr
EP1079037A2 (fr
Inventor
Giulio Albanese
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
System Albanese
Original Assignee
System Albanese
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Filing date
Publication date
Application filed by System Albanese filed Critical System Albanese
Publication of EP1079037A2 publication Critical patent/EP1079037A2/fr
Publication of EP1079037A3 publication Critical patent/EP1079037A3/fr
Application granted granted Critical
Publication of EP1079037B1 publication Critical patent/EP1079037B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Definitions

  • the invention relates to a method for creating a ceiling edge Abschalung according to claim 1 and a ceiling edge Abschalung according to claim 2.
  • the ceiling edge Abschalung produce strip-shaped lightweight panels, which on the inside of the outer formwork of the concrete walls be nailed up. These plates must be partially in the protrude to be created wall to connect to the latter. Nevertheless you are inclined to Remove the formwork after casting the walls partially break or break or they keep the later load when pouring the concrete ceiling not was standing.
  • Object of the present invention is to provide a Method for creating a ceiling edge shuttering, and a ceiling edge Abschalung with the or on simple Proper formwork before pouring the walls can be created and which one of the quality of Surface of the wall to be created corresponding outer Surface has.
  • element plates which means Anchor brackets firmly anchored in the underlying wall are, results in a clean and not to be damaged tilting formwork for the subsequent concreting of the Blanket. Thanks to the secure anchoring of the concrete element panels in the wall below can be on this also commercially available Euro-standard guard rail holder and secure guardrail.
  • concrete element panels with vertical holes used, through which the anchor bracket are inserted can. This allows a flawless and simple Attaching the anchor bracket to the concrete element panels.
  • Another advantage of the inventive ceiling edge Abschalung is that when using concrete element panels with one of the lower edge along extending stage according to EP-A1-0927796, this partial be concreted into the wall and the lower stage as Straightening measure can serve for the upper edge of the wall.
  • One additional marking of the ceiling level is omitted.
  • Figure 1 is an element plate, short plate 1 represented, which by means of nails 3 at an outer Formwork 5 is attached to a wall 8.
  • a plate 1 is preferably but not necessarily such with parallel to the longitudinal edges extending steps 7 and 9, which is also vertical and parallel to the having outer surface extending holes 11.
  • Alternative to the concrete element plates described here Of course, you can also change plates 1 Building materials are used.
  • To the horizontal Aligning the plate 1 is initially on the formwork. 5 in a known manner a horizontally extending Mark attached and then on the horizontal Marking nails or pins 13 hammered on which The plate 1 is aligned supported before it with few nails 3 is temporarily fixed to the formwork 5.
  • the horizontal marking for the nails 13th is preferably a few centimeters below the height h, which later corresponds to the height of the ceiling of the room, appropriate. This can be achieved at Using a stepped plate 1, the level 7th within the wall 8 comes to rest and the edge on the Level 7 on the plate 1 when concreting as a standard for the height of the wall 8 can be used. Of course, in a plate 1 with rectangular cross-section whose lower edge directly as Standard for the top of the wall serve.
  • anchor bracket 15 Before or after fixing the plates 1 to the formwork 5 anchor bracket 15 are connected to the plates 1.
  • Anchor bracket 15 In the Embodiment according to Figures 1 to 4 are the Anchor bracket 15 in the holes 11 in the plates 1 of pushed down and against falling out by a Pin or nail 17, which through the top of the Plate edge 9 outstanding end of the anchor bracket 15th is pushed, secured.
  • the anchor bracket 15 has a first straight leg 16 and at the bottom then one running in a straight line or one at an angle or offset from the surface 19 of the Shuttering panel 5 extending second leg 18. in the second leg 18 can increase the Anchoring strength holes 20 or transverse Anchor pins or rods 22 with smoother or rougher Surface be attached.
  • the Plate 1 also with nails 3 on the formwork panel. 5 attached.
  • the anchor bracket 15 is at the back of the Plate 1 attached.
  • the attachment can with a nail 3 or another nail.
  • One under the plate 1 Cross-finger 4 is at least at its end preferably made of plastic.
  • the plate 1 becomes not only held on the back of the anchor bracket 15, but the latter surrounds the upper edge of the plate. 1 hook-shaped.
  • the hook-shaped part 25 can by a Sleeve 27 may be connected to the anchor bracket 15.
  • FIG 8 In the embodiment of the invention according to FIG 8 takes place the anchoring of the plate 1 to a vertical Reinforcing iron 29, which is the reinforcement of the creating wall 8 is used.
  • the anchor bracket 15 and its lower leg 18 is connected by a connecting means on Reinforcing iron 29 attached.
  • a connecting means can the leg 18 is split at the anchor bracket 15 in the end region be.
  • the reinforcing iron 29 inserted and with a wedge 35 a frictional Connection brought about.
  • a can Wire tie as he is for joining reinforcing iron serves to be used (not pictured).
  • Anchor bracket 15 After completion, i. the casting of the wall 8, can the nails 3 with a pair of pliers from the plate. 1 be pulled out, so that in the embodiments according to the figures 1 to 5 no metal parts on the Surface of the Deckenabschalung come to rest.
  • the hook-shaped part 25 of Anchor bracket 15 is preferably made of plastic and can be separated later.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Paper (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (10)

  1. Procédé de fabrication d'un coffrage de bordure de dalle au-dessus d'une paroi bétonnée (8) avec des plaques d'ouvrage (1), qui fonctionnent comme un coffrage perdu, caractérisé par les étapes de travail suivantes :
    a) marquage de l'arête inférieure de la dalle (21) destinée à être fabriquée ultérieurement sur le côté intérieur du coffrage de mur extérieur (5) avant le bétonnage de la paroi (8),
    b) fixation des plaques d'ouvrage (1) sur le côté intérieur du coffrage de mur extérieur (5),
    c) des brides d'ancrage (15) étant reliées, avant ou après l'étape b), aux plaques d'ouvrage (1), plaques dont les branches supérieures (16) sont reliées aux plaques d'ouvrage (1) et dont les branches inférieures (18) dépassent des plaques d'ouvrage (1), afin qu'elles viennent reposer et s'ancrer après le bétonnage de la paroi (8) dans ladite paroi.
  2. Coffrage de bordure de dalle ancré dans une paroi bétonnée (8), comportant une pluralité de plaques d'ouvrage (1) formant un coffrage perdu, plaques dont le côté extérieur est à niveau avec le côté extérieur de la paroi (8) et sur lesquelles sont fixées des brides d'ancrage (15), dont les premières branches supérieures (16) sont reliées aux plaques d'ouvrage (1) et dont les secondes branches inférieures (18), qui dépassent des plaques en s'éloignant d'elles, sont bétonnées directement dans la paroi (8).
  3. Coffrage de bordure de dalle selon la revendication 2, caractérisé en ce que les secondes branches (18) s'étendent parallèlement ou de façon coudée par rapport aux premières branches (16) et surplombent ou dépassent la plaque d'ouvrage (1) dans la partie inférieure.
  4. Coffrage de bordure de dalle selon la revendication 3, caractérisé en ce que la première branche (16) est insérée dans un alésage vertical (11) dans la plaque d'ouvrage (1).
  5. Coffrage de bordure de dalle selon la revendication 3, caractérisé en ce que la première branche (16) se situe contre le côté arrière de la plaque d'ouvrage (1) et est reliée à celui-ci.
  6. Coffrage de bordure de dalle selon l'une quelconque des revendications 3 à 5, caractérisé en ce qu'un crochet (4, 25), défini pour en partie se mettre en prise en partie avec l'arrière de la plaque (1) et/ou pour entourer celle-ci dans la partie supérieure, est fixé à la bride d'ancrage (15).
  7. Coffrage de bordure de dalle selon la revendication 6, caractérisé en ce que le crochet (25) est fixé avec un manchon (27) à la bride d'ancrage (15).
  8. Coffrage de bordure de dalle selon l'une quelconque des revendications 2 ou 3, caractérisé en ce qu'un moyen d'assemblage destiné à fixer la bride d'ancrage (15) sur un fer d'armature (29) pour relier la paroi (8) à la dalle (21) est monté ou fixé sur la seconde branche (18) de la bride d'ancrage (15).
  9. Coffrage de bordure de dalle selon l'une quelconque des revendications 2 à 8, caractérisé en ce que des alésages transversaux (20) et/ou des barres ou tiges transversales (22) destiné(e)s à augmenter la résistance ou solidité de l'ancrage de la plaque (1) dans la paroi (18) sont aménagé(e)s sur la seconde branche (18) de la bride d'ancrage (15).
  10. Coffrage de bordure de dalle selon l'une quelconque des revendications 2 à 8, caractérisé en ce que la seconde branche (18) de la bride d'ancrage (15) destinée à faire traverser un fer d'armature (29) et à enfoncer une clavette (35) est fendue.
EP00810719A 1999-08-20 2000-08-14 Procédé de réalisation d'un coffrage de bordure de dalle et coffrage relatif Expired - Lifetime EP1079037B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH153299 1999-08-20
CH153299 1999-08-20

Publications (3)

Publication Number Publication Date
EP1079037A2 EP1079037A2 (fr) 2001-02-28
EP1079037A3 EP1079037A3 (fr) 2001-05-30
EP1079037B1 true EP1079037B1 (fr) 2005-09-28

Family

ID=4212644

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00810719A Expired - Lifetime EP1079037B1 (fr) 1999-08-20 2000-08-14 Procédé de réalisation d'un coffrage de bordure de dalle et coffrage relatif

Country Status (3)

Country Link
EP (1) EP1079037B1 (fr)
AT (1) ATE305544T1 (fr)
DE (1) DE50011244D1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1544378B1 (fr) * 2003-12-16 2015-11-04 System Albanese Méthode pour l'installation d'un dispositif d'ancrage pur un coffrage de plancher et dispositif d'ancrage
FR3033812B1 (fr) * 2015-03-17 2020-03-27 Kp1 Bordure rectiligne d'element de construction et element de construction comportant une telle bordure.
CN110080112B (zh) * 2019-04-28 2024-06-07 中交一公局第四工程有限公司 一种快速装拆的扇形三开旋合式圆柱墩模板

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2644823B1 (fr) * 1989-03-21 1993-04-16 Laroche Jean Pierre Dispositif et procede d'obtention de repos peripherique des dalles et predalles en beton arme dans l'industrie du batiment et d'assemblage des armatures satisfaisant aux regles du beton arme
DE9417137U1 (de) * 1994-10-25 1995-01-26 Peca-Verbundtechnik Gmbh, 84130 Dingolfing Schalungselement
DE29701424U1 (de) * 1997-01-29 1998-05-28 BETOMAX Kunststoff- und Metallwarenfabrik GmbH & Co KG, 41460 Neuss Verankerungsvorrichtung und Anordnung zum Abschalen der Stirnseite einer Decke
DE19758238A1 (de) 1997-12-30 1999-07-29 Giulio Albanese Schalungssystem

Also Published As

Publication number Publication date
EP1079037A3 (fr) 2001-05-30
DE50011244D1 (de) 2006-02-09
EP1079037A2 (fr) 2001-02-28
ATE305544T1 (de) 2005-10-15

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