EP1544378B1 - Méthode pour l'installation d'un dispositif d'ancrage pur un coffrage de plancher et dispositif d'ancrage - Google Patents

Méthode pour l'installation d'un dispositif d'ancrage pur un coffrage de plancher et dispositif d'ancrage Download PDF

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Publication number
EP1544378B1
EP1544378B1 EP04405777.6A EP04405777A EP1544378B1 EP 1544378 B1 EP1544378 B1 EP 1544378B1 EP 04405777 A EP04405777 A EP 04405777A EP 1544378 B1 EP1544378 B1 EP 1544378B1
Authority
EP
European Patent Office
Prior art keywords
wall
anchoring element
formwork
ceiling
anchoring
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
EP04405777.6A
Other languages
German (de)
English (en)
Other versions
EP1544378A1 (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 EP1544378A1 publication Critical patent/EP1544378A1/fr
Application granted granted Critical
Publication of EP1544378B1 publication Critical patent/EP1544378B1/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
    • 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
    • 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
    • E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
    • 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 setting an anchoring element for reusable and lost slab edge formwork panels according to the preamble of patent claim 1 and an anchoring element for carrying out the method according to the preamble of patent claim 3.
  • a disadvantage of this anchoring element is the great expense for an exact alignment, especially if the already cast wall (first part) or whose uneven top edge protrudes beyond the level of the formwork and before projecting the towering parts of this wall must be sharpened. Furthermore, the displacement of the anchoring elements is also made more difficult by the reinforcement pipes of the first substructure, which are usually present in large numbers and protrude upwards out of the wall.
  • a method and an apparatus for carrying out the method for attaching a front formwork for a concrete floor to the associated wall crown is known.
  • the support and clamping devices for an end formwork are anchored by means of vertical holding parts, which are inserted into the still flowable, only partially hardened wall crown itself or in a corresponding mass in recesses of the wall crown, vertically aligned and after sufficient curing of the mass with the support and clamping devices be equipped for the front formwork.
  • Object of the present invention is to provide a method for setting an anchoring element for the attachment of reusable and lost Deckenrandschalungsplatten that can be set before pouring and reinforcing the wall, as well as the provision of an anchoring element for performing the method.
  • the procedural setting of the anchoring element makes it possible to do this work comfortably already during the formwork and before the creation of the wall reinforcement.
  • the attachment of the anchoring element to the wall formwork can be done very precisely and without effort extremely precise, because the inevitable exactly offset shuttering panels for the wall serve as a basis for the exact alignment.
  • the once offset anchoring elements are immediately after stripping the wall created (first part of construction) operational, both as a holder for Deckenrandabschalungsplatten as also where desired or required, for the attachment of guardrails during the concreting of the ceiling (second substructure).
  • the guardrail can even be mounted before concreting the first part of the construction together with the anchoring element and fulfill its service already during the cover of the ceiling.
  • the anchoring elements With the hardening of the concrete of the wall supporting the ceiling, the anchoring elements are inextricably linked to the latter. Even hard bumps, for example by hanging on crane hooks reinforcing bars or Deckenrandabschalungsplatten can be added without damage. This is in contrast to the known anchored at right angles to the slab formwork anchors, which are already solved by low forces from the nailed anchorage.
  • anchoring element 1 for setting / fixing a Deckenrandabschalung 13 whose horizontal leg 3 is fixed with nails 5 on the formwork 7 for the ceiling to be created 26.
  • the holder part 4 of the anchoring element 1 spacer elements 11 are fixed, which determine the position of the ceiling edge formwork 13 to be attached and have means for securing the Deckenrandabschalung 13.
  • the alignment of the holder parts 4 on the plane E, which later forms the end face of the ceiling 26, is very complicated, because on the one hand often parts, wall parts 17 'or reinforcing connection iron 33, which project beyond the surface 15 of the already created wall 17 and in the way stand, for the time being must be pointed or severed ( FIG. 3 ) and on the other hand the fictitious plane E (end wall of the ceiling) must be searched.
  • the inventive anchoring element 1, as shown in the FIGS. 1, 2 and 4 to 7 in the simplest embodiment comprises a straight profile bar with round ( Figure 7a ) or rectangular ( FIG. 7b ) Cross-section.
  • the profile bar is angled two-legged.
  • the two legs form below the anchor part 2 and above the holder part 4.
  • On the holder part 4 at least one holding element 23 is attached.
  • two holding elements 23,25 are connected at a mutual distance with the holder part 4.
  • the two holding elements 23,25 have two functions: on the one hand they serve as connecting means to connect the anchoring element 1 with the shuttering plate 21 for the wall 17 to be concreted, and on the other hand they form spacers around the anchoring element 1 usually made of steel at a sufficient distance from the wall surface and to prevent rusting (see. FIGS. 1, 2 and 4 ).
  • the design of the anchoring element 1 will be described in more detail.
  • This comprises the vertical holder part 4 and the vertical holder part 4 at an acute angle or parallel,
  • the lower holding member 23 and the upper holding member 25 are attached.
  • the holding elements 23, 25 may also be shaped out of the holder part 4 itself (not shown). Both holding elements 23,25 have tabs 27 with a bore 29 through which nails 31 are passed.
  • at least the holder part 4 consists of a tube with a polygonal cross section (see FIG. Fig. 7 ).
  • the anchoring element 1 according FIG. 5 is attached to the formwork 21 with the nails 31 prior to concreting the wall 17.
  • the attachment of the lightweight and easy-to-use anchoring elements 1 is simple, because after attaching a contour line for the end face of the wall 17 to be created at the height h or at the level of the surface of the later to be poured ceiling 26, the anchoring elements 1 successively and in nailed to a predetermined distance.
  • the attachment to the formwork 21 is preferably carried out before creating the reinforcement 33. The subsequent construction of the reinforcement 33 is not hindered by the anchoring elements 1.
  • the anchoring elements 1 can be fixed even after the creation of the wall reinforcement and even after the introduction of the concrete mass prior to curing.
  • a threaded sleeve 32 can additionally be fastened, formed or formed in a bore 30 passing through the holder part 4.
  • the end of the threaded sleeve 32 is flush in the plane of the holding elements 23,25 and serves after stripping the wall as an anchor for an anchor rod (anchor rod not shown in FIG Fig. 5 ).
  • the anchoring elements 1 are permanently connected in the solidified concrete mass. You can immediately, ie after removing the formwork 21, to create a guard rail 35 (see. FIG. 6 ) and also charged, if the railing 35 has not already been placed on the formwork 21 when attaching the anchoring elements 1.
  • the railing posts used 37 can be inserted from above into the vertical holder part 4 of the anchoring element 1. In a preferred embodiment of the invention, the railing posts 37 are not inserted directly into the anchoring elements 1, but it is initially a fastener 39 for the attachment of a Deckenrand-Abschalplatte 41 on the vertical Holder part 4 attached.
  • Such a fastening element 39 is known from the prior art and comprises a ceiling edge Abschalplatte 41 embracing arm 43, which automatically clamps the ceiling edge Abschalplatte 41, so that no nails 31 must be taken.
  • a vertically extending receiving tube 45 is fixed, in which the railing post 37 temporarily when pouring the cover 26 can be inserted.
  • the geometric design of the holder part 4, in particular of the upper end, is adaptable to the various fastening elements 39 available on the market, ie it can be adapted to the system.
  • markings for indicating the top edge of the wall to be created in the form of lines or depressions may be attached. It can be further attached to the holder part 4 and the anchor part 2, which indicate the ceiling thickness d additional marks (not shown).

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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)

Claims (5)

  1. Procédé de pose d'un élément d'ancrage (1) pour des panneaux de coffrage de rive de dalle et pour l'insertion de montants de garde-corps,
    caractérisé en ce que
    l'élément d'ancrage (1) présente la forme d'un tube profilé sur son tronçon destiné à être placé en haut et qui sert à l'insertion du montant de garde-corps et à la fixation de l'élément d'ancrage (1) sur le coffrage (21) pour une paroi (17) qui doit encore être coulée, et qui comprend des éléments de retenue (23, 25) pour la fixation de l'élément d'ancrage (1) sur le coffrage (21) destiné à la paroi (17) sur laquelle vient ultérieurement s'appuyer la dalle, l'élément d'ancrage (1) étant, avant la coulée de la paroi (17) portant la dalle, fixé par des clous (21) à l'emplacement pré-désigné sur le coffrage (21).
  2. Procédé selon la revendication 1, caractérisé en ce que, entre la partie de maintien (4) de l'élément d'ancrage (1) et le coffrage de paroi (21), avant la fixation sur le coffrage de paroi (21) et avant le bétonnage de la paroi (17) portant la dalle (26), les éléments de retenue (23, 25) sont introduits en tant qu'éléments de fixation et d'écartement.
  3. Elément d'ancrage (1) pour la fixation de panneaux de coffrage de rive de dalle pour la réalisation du procédé selon la revendication 1, l'élément d'ancrage (1) présentant la forme d'un tube profilé, comprenant une partie de maintien (4) et une partie d'ancrage (2), la partie d'ancrage (2) étant destinée à être placée dans la paroi et la partie de maintien (4) portant des éléments d'espacement,
    caractérisé,
    - en ce que, sur la partie de maintien (4), des éléments de retenue (23) sont fixés ou sont formés à partir de la partie de maintien (4),
    - en ce que les éléments de retenue (23) comprennent entièrement ou pas entièrement la partie de maintien (4),
    - en ce que les éléments de retenue (23) présentent des attaches avec alésage (29) à travers lequel des clous (31) peuvent être introduits, avec lesquels clous (31) l'élément d'ancrage (1) peut être fixé, avant la réalisation de l'armature de paroi sur le coffrage destiné à la paroi, à la hauteur h ou au niveau de la surface de la dalle (26) devant être coulée ultérieurement.
  4. Elément d'ancrage selon la revendication 3, caractérisé en ce que la barre profilé présente une section transversale ronde ou angulaire.
  5. Elément d'ancrage selon l'une des revendications 3 ou 4, caractérisé en ce que, sur la partie d'ancrage (2) et/ou sur la partie de maintien (4), il est apposé des marquages destinés à indiquer l'arête supérieure de la paroi (17) à réaliser.
EP04405777.6A 2003-12-16 2004-12-16 Méthode pour l'installation d'un dispositif d'ancrage pur un coffrage de plancher et dispositif d'ancrage Expired - Lifetime EP1544378B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH21462003 2003-12-16
CH21462003 2003-12-16

Publications (2)

Publication Number Publication Date
EP1544378A1 EP1544378A1 (fr) 2005-06-22
EP1544378B1 true EP1544378B1 (fr) 2015-11-04

Family

ID=34468816

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04405777.6A Expired - Lifetime EP1544378B1 (fr) 2003-12-16 2004-12-16 Méthode pour l'installation d'un dispositif d'ancrage pur un coffrage de plancher et dispositif d'ancrage

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EP (1) EP1544378B1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836798A (zh) * 2017-01-23 2017-06-13 中建四局第三建筑工程有限公司 一种新加模施工方法及护栏结构

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3008473A1 (de) 1980-03-05 1981-09-17 Jürgen 7955 Ochsenhausen Hauser Befestigungsanker fuer die abschalung von decken oder boeden sowie verfahren zur abschalung von decken oder boeden unter verwendung solcher befestigungsanker
DE8308442U1 (de) * 1983-03-22 1985-09-12 Maier, Josef, 7611 Steinach Haltehülse für Deckenrandschalung
DE8614599U1 (de) 1986-05-30 1986-07-31 Huber, Franz, 7730 Villingen-Schwenningen Schalungsvorrichtung
CH689945A5 (de) * 1995-05-03 2000-02-15 Carmelo Albanese Befestigung einer Stirnschalung für eine Betondecke.
DE50011244D1 (de) * 1999-08-20 2006-02-09 System Albanese Winterthur Verfahren zur Erstellung einer Deckenrand-Abschalung sowie eine Deckenrand-Abschalung

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Publication number Publication date
EP1544378A1 (fr) 2005-06-22

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