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EP1079037A2 - Method of making a slab's edge shuttering and shuttering therefor - Google Patents

Method of making a slab's edge shuttering and shuttering therefor Download PDF

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Publication number
EP1079037A2
EP1079037A2 EP00810719A EP00810719A EP1079037A2 EP 1079037 A2 EP1079037 A2 EP 1079037A2 EP 00810719 A EP00810719 A EP 00810719A EP 00810719 A EP00810719 A EP 00810719A EP 1079037 A2 EP1079037 A2 EP 1079037A2
Authority
EP
European Patent Office
Prior art keywords
ceiling
plate
leg
anchor bracket
wall
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.)
Granted
Application number
EP00810719A
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German (de)
French (fr)
Other versions
EP1079037A3 (en
EP1079037B1 (en
Inventor
Giulio Albanese
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System Albanese
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System Albanese
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Filing date
Publication date
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Publication of EP1079037A2 publication Critical patent/EP1079037A2/en
Publication of EP1079037A3 publication Critical patent/EP1079037A3/en
Application granted granted Critical
Publication of EP1079037B1 publication Critical patent/EP1079037B1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/324Floor 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 formwork according to claim 1 and a ceiling edge formwork according to claim 2.
  • the object of the present invention is to create a Process for creating a ceiling edge formwork, and a ceiling edge formwork with the or the simple Form a perfect formwork before pouring the walls can be created and which one of the quality of the Corresponding outer surface of the wall to be created Surface.
  • Anchor brackets firmly anchored in the wall below results in a clean and not to damage sloping formwork for the subsequent concreting of the Blanket. Thanks to the secure anchoring of the concrete element slabs in the wall below on this also commercially available Euro standard guardrail bracket and attach guardrails.
  • a particularly advantageous embodiment is made of concrete element panels with vertical holes used, through which the anchor bracket is inserted can. This enables a flawless and simple Fastening the anchor bracket to the concrete element slabs.
  • ceiling edge formwork according to the invention is that when using concrete element panels with one along the bottom edge running stage according to EP-A1-0927796, this partially be concreted into the wall and the lower step as Approximate measure for the top edge of the wall can serve. On there is no additional marking of the ceiling level.
  • Figure 1 is an element plate, short plate 1 shown, which by means of nails 3 on an outer Formwork 5 is attached to a wall 8.
  • plate 1 preferably but not necessarily with steps 7 and running parallel to the longitudinal edges 9 used, which is also vertical and parallel to has outer holes 11 extending.
  • plates 1 from other Building materials are used.
  • the horizontal marking for the nails 13 is preferably a few centimeters below the height h, which later corresponds to the height of the ceiling of the room, appropriate. It can thus be achieved that at Using a tiered plate 1, stage 7 comes to lie within the wall 8 and the edge on the Level 7 on plate 1 when concreting as a standard for the height of the wall 8 can be used.
  • a plate 1 rectangular cross section whose lower edge directly as Serve as a standard for the top edge of the wall.
  • anchor bracket 15 Before or after attaching the panels 1 to the formwork 5 anchor bracket 15 are connected to the plates 1.
  • Anchor bracket 15 In the Execution according to Figures 1 to 4 Anchor bracket 15 in the holes 11 in the plates 1 of inserted below and against falling out by one Pen or nail 17, which through the upper on the Plate edge 9 protruding end of the anchor bracket 15 is pushed, secured.
  • the anchor bracket 15 has one first straight leg 16 on and below it then a straight line or one at an angle or offset from the surface 19 of the Formwork panel 5 extending second leg 18. in the second leg 18 can be used to increase the Anchoring strength holes 20 or transverse Anchor pins or rods 22 with smoother or rougher Surface attached.
  • FIG Plate 1 also with nails 3 on the formwork plate 5 attached.
  • the anchor bracket 15 is on the back of the Plate 1 attached.
  • the attachment can be done with a nail 3 or another nail.
  • One under the plate 1 gripping finger 4 is at least at its end preferably made of plastic.
  • the plate 1 not only held on the back by the anchor bracket 15, but the latter encompasses the upper edge of the plate 1 hook-shaped.
  • the hook-shaped part 25 can by a Sleeve 27 to be connected to the anchor bracket 15.
  • the anchoring of the plate 1 on a vertical Reinforcing iron 29, which is the reinforcement of the creating wall 8 is used.
  • the anchor bracket 15 or its lower leg 18 is by a connecting means on Reinforcing iron 29 attached.
  • the reinforcing iron 29 is inserted into the gap inserted and with a wedge 35 a non-positive Established connection.
  • a Wire ties such as those used for connecting reinforcing bars is used (not shown).
  • the nails 3 with pliers from the plate 1 are pulled out so that in the embodiments according to Figures 1 to 5 no metal parts on the Surface of the ceiling formwork.
  • the hook-shaped part 25 of the Anchor bracket 15 preferably made of plastic and can be separated later.

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  • 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)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Paper (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)

Abstract

The method involves marking out the lower edge of the ceiling to be installed later on the outer wall cladding (5). The element plates (1) are fitted to the outer wall cladding. Anchor shackles are connected to the element plates either before or after they are fitted to the outer wall cladding, with their lower bars projecting out from the element plates. An Independent claim is included for a cornice cladding to be fitted using the method.

Description

Gegenstand der Erfindung ist ein Verfahren zur Erstellung einer Deckenrand-Abschalung gemäss Patentanspruch 1 und eine Deckenrand-Abschalung gemäss Patentanspruch 2.The invention relates to a method for creating a ceiling edge formwork according to claim 1 and a ceiling edge formwork according to claim 2.

Das Erstellen von Deckenrand-Abschalungen über betonierten Wandabschnitten, insbesondere über dem Kellerbereich, sind aufwendig und benötigen eine Vielzahl von Arbeitsschritten. Üblicherweise wird nach der Erstellung der Betonwände für das Kellergeschoss nach dem Schalen der Kellerdecke mit Schalplatten oder Brettern von aussen die Deckenrand-Abschalung erstellt. Nach dem Betonieren und Aushärten der Decke müssen die aussen an der Wand angebrachten Schalungsplatten entfernt werden. The creation of slab edge formwork over concrete Wall sections, especially over the basement area complex and require a variety of Work steps. Usually after creation of the concrete walls for the basement after shuttering the Basement ceiling with formwork panels or boards from the outside Ceiling edge formwork created. After concreting and The ceiling must harden on the outside of the wall attached formwork panels can be removed.

Aus der EP-A1-0927796 ist es bereits bekannt, mit Beton-Elementplatten Deckenrand-Abschalungen zu erstellen, und zwar werden die Beton-Elementplatten mittels rechtwinkligen Haltebügeln in aufrechter Stellung gehalten und die Haltebügel auf der Deckenschalung befestigt. Mit diesem bekannten Schalungssystem kann die Erstellung einer Deckenrand-Abschalung aus Holz umgangen werden. Sie bedingt allerdings, dass für die Beton-Elementplatten eine verhältnismässig genaue Auflagefläche vorliegt. Eine solche kann ohne weiteres bei aus Back- oder Betonsteinen erstellten Wänden erzeugt werden. Gegossene Betonwände weisen im allgemeinen aber nicht die hohe Genauigkeit an der Oberfläche auf, um diese als Auflage für an rechtwinkligen Halteelementen gehaltenen Beton-Elementplatten zu dienen.From EP-A1-0927796 it is already known with concrete element plates To create ceiling edge formwork, and although the concrete element panels are by means of right angle brackets held in an upright position and attached the bracket to the slab formwork. With this known formwork system can create a Ceiling edge formwork made of wood can be bypassed. she however, requires that a relatively precise contact surface is available. A such can easily be made of brick or concrete blocks created walls. Cast concrete walls generally do not indicate high accuracy the surface to make this a support for right-angled holding elements held concrete element plates to serve.

Es ist weiter bekannt, die Deckenrand-Abschalung aus streifenförmigen Leichtbauplatten herzustellen, welche auf die Innenseite der äusseren Schalung der Betonwände aufgenagelt werden. Diese Platten müssen teilweise in die zu erstellende Wand hineinragen, um eine Verbindung zu letzterer sicherzustellen. Sie neigen dennoch dazu, beim Entfernen der Schalung nach dem Giessen der Wände teilweise ab- oder auszubrechen oder sie halten der späteren Belastung beim Giessen der Betondecke nicht stand. It is also known to form the ceiling edge formwork to produce strip-shaped lightweight panels, which the inside of the outer formwork of the concrete walls to be nailed on. These plates must be partially in the protrude into the wall to create a connection to ensure the latter. They still tend to be Remove the formwork after pouring the walls partially break off or break out or they keep the later load when pouring the concrete ceiling was standing.

Aufgabe der vorliegenden Erfindung ist die Schaffung eines Verfahrens zur Erstellung einer Deckenrand-Abschalung, und eine Deckenrand-Abschalung mit dem bzw. der auf einfache Weise eine einwandfreie Schalung vor dem Giessen der Wände erstellt werden kann und welche eine der Qualität der Oberfläche der zu erstellenden Wand entsprechende äussere Oberfläche aufweist.The object of the present invention is to create a Process for creating a ceiling edge formwork, and a ceiling edge formwork with the or the simple Form a perfect formwork before pouring the walls can be created and which one of the quality of the Corresponding outer surface of the wall to be created Surface.

Gelöst wird diese Aufgabe durch ein Verfahren gemäss den Merkmalen des Patentanspruchs 1 sowie durch eine Deckenrand-Abschalung gemäss den Merkmalen des Patentanspruchs 2.This task is solved by a procedure according to Features of claim 1 and by a Slab edge formwork according to the characteristics of Claim 2.

Die Verwendung von Elementplatten, welche mittels Ankerbügeln fest in der darunterliegenden Wand verankert sind, ergibt eine saubere und nicht zu Beschädigungen neigende Schalung für das nachfolgende Betonieren der Decke. Dank der sicheren Verankerung der Beton-Elementplatten in der darunterliegenden Wand lassen sich an dieser auch handelsübliche Euro-Norm-Schutzgeländerhalter und Schutzgeländer befestigen. In einer besonders vorteilhaften Ausgestaltung werden Beton-Elementplatten mit vertikal verlaufenden Bohrungen verwendet, durch welche die Ankerbügel eingeschoben werden können. Dies ermöglicht eine einwandfreie und einfache Befestigung der Ankerbügel an den Beton-Elementplatten. The use of element plates, which means Anchor brackets firmly anchored in the wall below results in a clean and not to damage sloping formwork for the subsequent concreting of the Blanket. Thanks to the secure anchoring of the concrete element slabs in the wall below on this also commercially available Euro standard guardrail bracket and attach guardrails. In A particularly advantageous embodiment is made of concrete element panels with vertical holes used, through which the anchor bracket is inserted can. This enables a flawless and simple Fastening the anchor bracket to the concrete element slabs.

Ein weiterer Vorteil der erfindungsgemässen Deckenrand-Abschalung besteht darin, dass bei Verwendung von Beton-Elementplatten mit einer der unteren Kante entlang verlaufenden Stufe gemäss EP-A1-0927796, diese teilweise in die Wand einbetoniert werden und die untere Stufe als Richtmass für die Oberkante der Wand dienen kann. Ein zusätzliches Anzeichnen des Deckenniveaus entfällt.Another advantage of the ceiling edge formwork according to the invention is that when using concrete element panels with one along the bottom edge running stage according to EP-A1-0927796, this partially be concreted into the wall and the lower step as Approximate measure for the top edge of the wall can serve. On there is no additional marking of the ceiling level.

Anhand illustrierter Ausführungsbeispiele wird die Erfindung näher erläutert. Es zeigen

Figur 1
eine perspektivische Darstellung der Befestigung einer Elementplatte an einer Aussenschalung für eine Wand,
Figur 2
einen Vertikalschnitt längs Linie II-II in Figur 1,
Figur 3
einen Vertikalschnitt längs Linie II-II in Figur 1 nach dem Giessen der Wand,
Figur 4
einen Vertikalschnitt längs Linie II-II in Figur 1 nach dem Ausschalen der Wand und mit in gebrochenen Linien angedeuteter Lage der Betondecke,
Figur 5
eine weitere Ausgestaltung eines Ankerbügels mit an der Unter- und an der Hinterseite der Elementplatte anliegenden Schenkeln,
Figur 6
eine weitere Ausgestaltung eines Ankerbügels mit die Elementplatte grösstenteils umgreifendem Ankerbügel,
Figur 7
eine weitere Ausgestaltung des Ankerbügels,
Figur 8
ein mit einem Wand-Armierungseisen verbundener Ankerbügel.
The invention is explained in more detail on the basis of illustrated exemplary embodiments. Show it
Figure 1
1 shows a perspective illustration of the fastening of an element panel to an external formwork for a wall,
Figure 2
2 shows a vertical section along line II-II in FIG. 1,
Figure 3
2 shows a vertical section along line II-II in FIG. 1 after casting the wall,
Figure 4
2 shows a vertical section along line II-II in FIG. 1 after the wall has been stripped and the position of the concrete ceiling indicated in broken lines,
Figure 5
a further embodiment of an anchor bracket with legs resting on the lower and on the rear side of the element plate,
Figure 6
a further embodiment of an anchor bracket with an anchor bracket largely encompassing the element plate,
Figure 7
a further embodiment of the anchor bracket,
Figure 8
an anchor bracket connected to a wall reinforcement iron.

In Figur 1 ist eine Elementplatte, kurz Platte 1 dargestellt, welche mittels Nägeln 3 an einer äusseren Schalung 5 für eine Wand 8 befestigt ist. Als Platte 1 wird vorzugsweise aber nicht notwendigerweise eine solche mit parallel zu den Längskanten verlaufenden Stufen 7 und 9 verwendet, welche zudem vertikal und parallel zur äusseren Oberfläche verlaufende Bohrungen 11 aufweist. Alternativ zu den hier beschriebenen Beton-Elementplatten können selbstverständlich auch Platten 1 aus andern Baumaterialien verwendet werden. Zum horizontalen Ausrichten der Platte 1 werden vorerst an der Schalung 5 in bekannter Weise eine horizontal verlaufende Markierungen angebracht und danach auf der horizontalen Markierung Nägel oder Stifte 13 eingeschlagen, auf denen die Platte 1 abgestützt ausgerichtet ist, bevor sie mit wenigen Nägeln 3 temporär an der Schalung 5 fixiert wird. Die horizontal verlaufende Markierung für die Nägel 13 wird vorzugsweise einige Zentimeter unter der Höhe h, welche später der Höhe der Decke des Raums entspricht, angebracht. Damit kann erreicht werden, dass bei Verwendung einer abgestuften Platte 1 die Stufe 7 innerhalb der Wand 8 zu liegen kommt und die Kante an der Stufe 7 an der Platte 1 beim Betonieren als Richtmass für die Höhe der Wand 8 verwendet werden kann. Selbstverständlich kann bei einer Platte 1 mit rechteckigem Querschnitt deren Unterkante direkt als Richtmass für die Wandoberkante dienen.In Figure 1 is an element plate, short plate 1 shown, which by means of nails 3 on an outer Formwork 5 is attached to a wall 8. As plate 1 preferably but not necessarily with steps 7 and running parallel to the longitudinal edges 9 used, which is also vertical and parallel to has outer holes 11 extending. As an alternative to the concrete element slabs described here can of course also plates 1 from other Building materials are used. For horizontal Align the plate 1 for the time being on the formwork 5 in a known manner a horizontal Markers attached and then on the horizontal Marked in nails or pins 13 on which the plate 1 is aligned supported before using few nails 3 is temporarily fixed to the formwork 5. The horizontal marking for the nails 13 is preferably a few centimeters below the height h, which later corresponds to the height of the ceiling of the room, appropriate. It can thus be achieved that at Using a tiered plate 1, stage 7 comes to lie within the wall 8 and the edge on the Level 7 on plate 1 when concreting as a standard for the height of the wall 8 can be used. Of course, with a plate 1 rectangular cross section whose lower edge directly as Serve as a standard for the top edge of the wall.

Vor oder nach dem Befestigen der Platten 1 an der Schalung 5 werden Ankerbügel 15 mit den Platten 1 verbunden. In der Ausführung gemäss den Figuren 1 bis 4 werden die Ankerbügel 15 in die Bohrungen 11 in den Platten 1 von unten eingeschoben und gegen das Herausfallen durch einen Stift oder Nagel 17, welcher durch das obere an der Plattenkante 9 herausragende Ende des Ankerbügels 15 geschoben wird, gesichert. Der Ankerbügel 15 weist einen ersten gerade verlaufenden Schenkel 16 auf und daran unten anschliessend einen in gerader Linie verlaufenden oder einen in einem Winkel oder abgesetzt zur Oberfläche 19 der Schalungsplatte 5 verlaufenden zweiten Schenkel 18 auf. Im zweiten Schenkel 18 können zur Erhöhung der Verankerungsfestigkeit Löcher 20 oder querliegende Ankerstifte oder -stäbe 22 mit glatter oder rauher Oberfläche angebracht sein.Before or after attaching the panels 1 to the formwork 5 anchor bracket 15 are connected to the plates 1. In the Execution according to Figures 1 to 4 Anchor bracket 15 in the holes 11 in the plates 1 of inserted below and against falling out by one Pen or nail 17, which through the upper on the Plate edge 9 protruding end of the anchor bracket 15 is pushed, secured. The anchor bracket 15 has one first straight leg 16 on and below it then a straight line or one at an angle or offset from the surface 19 of the Formwork panel 5 extending second leg 18. in the second leg 18 can be used to increase the Anchoring strength holes 20 or transverse Anchor pins or rods 22 with smoother or rougher Surface attached.

In Figur 4 ist ersichtlich, dass die Oberkante der Platte 1 bei der Herstellung einer Deckenplatte 21 als Richtmass für deren Oberkante 23 dienen kann. Folglich ist die Höhe der Platte 1 entsprechend der Dicke der Bodenplatte 21, zuzüglich der Breite der Stufe 7, wenn eine solche erwünscht ist, zu wählen.In Figure 4 it can be seen that the upper edge of the plate 1 in the manufacture of a ceiling plate 21 as a standard can serve for the upper edge 23. Hence the height the plate 1 according to the thickness of the base plate 21, plus the width of level 7, if any is desired to choose.

In der Ausgestaltung der Erfindung gemäss Figur 5 wird die Platte 1 ebenfalls mit Nägeln 3 an der Schalplatte 5 befestigt. Der Ankerbügel 15 ist an der Rückseite der Platte 1 befestigt. Die Befestigung kann mit einem Nagel 3 oder einem weiteren Nagel erfolgen. Ein unter die Platte 1 greifender Finger 4 ist wenigstens an seinem Ende vorzugsweise aus Kunststoff gefertigt.In the embodiment of the invention according to FIG Plate 1 also with nails 3 on the formwork plate 5 attached. The anchor bracket 15 is on the back of the Plate 1 attached. The attachment can be done with a nail 3 or another nail. One under the plate 1 gripping finger 4 is at least at its end preferably made of plastic.

In der Ausgestaltung gemäss Figur 6 wird die Platte 1 nicht nur an der Rückseite vom Ankerbügel 15 gehalten, sondern letzterer umgreift die Oberkante der Platte 1 hakenförmig. Der hakenförmige Teil 25 kann durch eine Hülse 27 mit dem Ankerbügel 15 verbunden sein.In the embodiment according to FIG. 6, the plate 1 not only held on the back by the anchor bracket 15, but the latter encompasses the upper edge of the plate 1 hook-shaped. The hook-shaped part 25 can by a Sleeve 27 to be connected to the anchor bracket 15.

In der Figur 7 wird die Verbindung zwischen dem Ankerbügel 15 und der Platte 1 mit am Ankerbügel 15 oder an der Platte 1 befestigten Stegen erzeugt.In Figure 7, the connection between the anchor bracket 15 and the plate 1 with the anchor bracket 15 or on the Plate 1 attached webs generated.

In der Ausgestaltung der Erfindung gemäss Figur 8 erfolgt die Verankerung der Platte 1 an einem vertikalen Armierungseisen 29, welches der Armierung der zu erstellenden Wand 8 dient. Der Ankerbügel 15 bzw. dessen unterer Schenkel 18 wird durch ein Verbindungsmittel am Armierungseisen 29 befestigt. Als Verbindungsmittel kann der Schenkel 18 am Ankerbügel 15 im Endbereich gespalten sein. In den Spalt wird das Armierungseisen 29 eingeschoben und mit einem Keil 35 eine kraftschlüssige Verbindung herbeigeführt. Alternativ kann auch ein Drahtbinder, wie er für das Verbinden von Armierungseisen dient, verwendet werden (keine Abb.).In the embodiment of the invention shown in Figure 8 the anchoring of the plate 1 on a vertical Reinforcing iron 29, which is the reinforcement of the creating wall 8 is used. The anchor bracket 15 or its lower leg 18 is by a connecting means on Reinforcing iron 29 attached. Can be used as a lanyard the leg 18 split at the anchor bracket 15 in the end region his. The reinforcing iron 29 is inserted into the gap inserted and with a wedge 35 a non-positive Established connection. Alternatively, a Wire ties, such as those used for connecting reinforcing bars is used (not shown).

Nach der Fertigstellung, d.h. dem Giessen der Wand 8, können die Nägel 3 mit einer Zange aus der Platte 1 herausgezogen werden, so dass bei den Ausführungsformen gemäss den Figuren 1 bis 5 keine Metallteile an der Oberfläche der Deckenabschalung zu liegen kommen. Bei der Ausführung gemäss Figur 6 ist der hakenförmige Teil 25 des Ankerbügels 15 vorzugsweise aus Kunststoff hergestellt und kann später abgetrennt werden.After completion, i.e. pouring the wall 8, can the nails 3 with pliers from the plate 1 are pulled out so that in the embodiments according to Figures 1 to 5 no metal parts on the Surface of the ceiling formwork. In the 6 is the hook-shaped part 25 of the Anchor bracket 15 preferably made of plastic and can be separated later.

Claims (10)

Verfahren zur Erstellung einer Deckenrand-Abschalung über einer betonierten Wand (8) mit Elementplatten (1), die als verlorene Schalung fungieren, gekennzeichnet durch folgende Arbeitsschritte: a) Anzeichnen der Unterkante der später zu erstellenden Decke (21) an der äusseren Wandschalung (5), b) Befestigen der Elementplatten (1) an der äusseren Wandschalung (5), c) wobei vor oder nach dem Schritt b) Ankerbügel (15) mit den Elementplatten (1) verbunden werden, deren untenliegende Schenkel (18) die Elementplatten (1) überragen. Method for creating a ceiling edge formwork over a concrete wall (8) with element plates (1), which act as lost formwork, characterized by the following steps: a) marking the lower edge of the ceiling (21) to be created later on the outer wall formwork (5), b) fastening the element panels (1) to the outer wall formwork (5), c) before or after step b) anchor brackets (15) are connected to the element plates (1), the legs (18) of which project below the element plates (1). Deckenrand-Abschalung über betonierten Wänden (8) mit Elementplatten (1), umfassend eine Mehrzahl von Elementplatten (1), an denen Ankerbügel (15) befestigbar sind, welche von den Platten (1) wegragen und eine Verankerung der Elementplatten (1) in der darunter liegenden Betonwand (8) bewirken. Slab edge formwork over concrete walls (8) with Element plates (1) comprising a plurality of Element plates (1) on which anchor brackets (15) can be fastened, which protrude from the plates (1) and anchoring the element plates (1) in the effect the underlying concrete wall (8). Deckenrand-Abschalung nach Anspruch 2, dadurch gekennzeichnet, dass die Ankerbügel (15) einen ersten, mit der Elementplatte (1) verbindbaren Schenkel (16) und einen zweiten, parallel oder abgewinkelt zum ersten verlaufenden, in die unter der Platte (1) liegende Betonwand (8) hineinragenden Schenkel (18) aufweisen.Ceiling edge formwork according to claim 2, characterized characterized in that the anchor bracket (15) a first leg (16) which can be connected to the element plate (1) and a second, parallel or angled to first running into the under the plate (1) lying concrete wall (8) protruding leg (18) exhibit. Deckenrand-Abschalung nach Anspruch 3, dadurch gekennzeichnet, dass der erste Schenkel (16) in einer vertikalen Bohrung (11) in der Elementplatte (1) eingeschoben ist.Ceiling edge formwork according to claim 3, characterized characterized in that the first leg (16) in one vertical bore (11) in the element plate (1) is inserted. Deckenrand-Abschalung nach Anspruch 3, dadurch gekennzeichnet, dass der erste Schenkel (16) an der Rückseite der Elementplatte (1) liegt und mit dieser verbunden ist.Ceiling edge formwork according to claim 3, characterized characterized in that the first leg (16) on the Back of the element plate (1) lies and with this connected is. Deckenrand-Abschalung nach einem der Ansprüche 3 bis 5, dadurch gekennzeichnet, dass am Ankerbügel (15) ein die Platte (1) teilweise zu untergreifen und/oder oben zu umgreifen bestimmter Haken (4,25) befestigt ist.Ceiling edge formwork according to one of claims 3 to 5, characterized in that on the anchor bracket (15) to partially reach under the plate (1) and / or above to grip certain hooks (4,25) is attached. Deckenrand-Abschalung nach Anspruch 6, dadurch gekennzeichnet, dass der Haken (25) mit einer Hülse (27) am Ankerbügel (15) befestigt ist. Ceiling edge formwork according to claim 6, characterized characterized in that the hook (25) with a sleeve (27) is attached to the anchor bracket (15). Deckenrand-Abschalung nach einem der Ansprüche 2 oder 3, dadurch gekennzeichnet, dass am zweiten Schenkel (18) des Ankerbügels (15) ein Verbindungsmittel zum Befestigen des Ankerbügels (15) an einem Armierungseisen (29) für die Verbindung der Wand (8) mit der Decke (21) angebracht ist.Ceiling edge formwork according to one of claims 2 or 3, characterized in that on the second leg (18) the anchor bracket (15) a connecting means for Attach the anchor bracket (15) to one Reinforcing iron (29) for connecting the wall (8) is attached to the ceiling (21). Deckenrand-Abschalung nach einem der Ansprüche 2 bis 8, dadurch gekennzeichnet, dass am zweiten Schenkel (18) des Ankerbügels (15) Querbohrungen (20) und/oder Querstäbe oder -stifte (22) zur Erhöhung der Festigkeit der Verankerung der Platte (1) in der Wand (18) angebracht sind.Ceiling edge formwork according to one of claims 2 to 8, characterized in that on the second leg (18) of the anchor bracket (15) cross bores (20) and / or Cross bars or pins (22) to increase the Strength of the anchorage of the plate (1) in the wall (18) are attached. Deckenrand-Abschalung nach einem der Ansprüche 2 bis 8, dadurch gekennzeichnet, dass der zweite Schenkel (18) des Ankerbügels (15) zum Hindurchführen eines Armierungseisens (29) und Einschlagen eines Keils (35) gespalten istCeiling edge formwork according to one of claims 2 to 8, characterized in that the second leg (18) of the anchor bracket (15) for passing one Reinforcing iron (29) and driving in a wedge (35) is split
EP00810719A 1999-08-20 2000-08-14 Method of making a slab's edge shuttering and shuttering therefor Expired - Lifetime EP1079037B1 (en)

Applications Claiming Priority (2)

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

Publications (3)

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EP1079037A2 true EP1079037A2 (en) 2001-02-28
EP1079037A3 EP1079037A3 (en) 2001-05-30
EP1079037B1 EP1079037B1 (en) 2005-09-28

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EP00810719A Expired - Lifetime EP1079037B1 (en) 1999-08-20 2000-08-14 Method of making a slab's edge shuttering and shuttering therefor

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EP (1) EP1079037B1 (en)
AT (1) ATE305544T1 (en)
DE (1) DE50011244D1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1544378A1 (en) * 2003-12-16 2005-06-22 System Albanese Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method
EP3070223A1 (en) * 2015-03-17 2016-09-21 Kp1 Straight edge of a construction element and construction element comprising such an edge
CN110080112A (en) * 2019-04-28 2019-08-02 中交一公局第四工程有限公司 A kind of sector three of rapid-assembling/disassembling opens revolving type cylinder pier template

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3164235A1 (en) * 2024-07-02 2026-01-09 Frédéric LOISEL Prefabricated bank with reinforcing frame

Citations (1)

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Publication number Priority date Publication date Assignee Title
EP0927796A1 (en) 1997-12-30 1999-07-07 System Albanese Form panel and system

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Publication number Priority date Publication date Assignee Title
FR2644823B1 (en) * 1989-03-21 1993-04-16 Laroche Jean Pierre DEVICE AND METHOD FOR OBTAINING PERIPHERAL REST OF REINFORCED CONCRETE SLABS AND PREDALLS IN THE BUILDING INDUSTRY AND ASSEMBLY OF REINFORCEMENTS FULFILLING REINFORCED CONCRETE RULES
DE9417137U1 (en) * 1994-10-25 1995-01-26 Peca-Verbundtechnik Gmbh, 84130 Dingolfing Formwork element
DE29701424U1 (en) * 1997-01-29 1998-05-28 BETOMAX Kunststoff- und Metallwarenfabrik GmbH & Co KG, 41460 Neuss Anchoring device and arrangement for shuttering the face of a ceiling

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0927796A1 (en) 1997-12-30 1999-07-07 System Albanese Form panel and system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1544378A1 (en) * 2003-12-16 2005-06-22 System Albanese Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method
EP3070223A1 (en) * 2015-03-17 2016-09-21 Kp1 Straight edge of a construction element and construction element comprising such an edge
FR3033812A1 (en) * 2015-03-17 2016-09-23 Kp1 RECTILINE EDGE OF BUILDING ELEMENT AND CONSTRUCTION ELEMENT COMPRISING SUCH A BORDER.
CN110080112A (en) * 2019-04-28 2019-08-02 中交一公局第四工程有限公司 A kind of sector three of rapid-assembling/disassembling opens revolving type cylinder pier template
CN110080112B (en) * 2019-04-28 2024-06-07 中交一公局第四工程有限公司 Quick-assembly-disassembly sector three-opening rotary-closing cylindrical pier template

Also Published As

Publication number Publication date
ATE305544T1 (en) 2005-10-15
DE50011244D1 (en) 2006-02-09
EP1079037A3 (en) 2001-05-30
EP1079037B1 (en) 2005-09-28

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