EP1544378A1 - Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method - Google Patents

Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method Download PDF

Info

Publication number
EP1544378A1
EP1544378A1 EP04405777A EP04405777A EP1544378A1 EP 1544378 A1 EP1544378 A1 EP 1544378A1 EP 04405777 A EP04405777 A EP 04405777A EP 04405777 A EP04405777 A EP 04405777A EP 1544378 A1 EP1544378 A1 EP 1544378A1
Authority
EP
European Patent Office
Prior art keywords
wall
anchoring element
formwork
anchoring
ceiling
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
EP04405777A
Other languages
German (de)
French (fr)
Other versions
EP1544378B1 (en
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
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by System Albanese filed Critical System Albanese
Publication of EP1544378A1 publication Critical patent/EP1544378A1/en
Application granted granted Critical
Publication of EP1544378B1 publication Critical patent/EP1544378B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, 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
    • E04G11/365Stop-end shutterings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3223Means supported by building floors or flat roofs, e.g. safety railings
    • 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 setting an anchoring element for reusable and Lost ceiling edge formwork panels according to the preamble of claim 1 and an anchoring element for Implementation of the method according to the preamble of Patent claim 3.
  • Deckenrandabschalstead are various devices known. All devices is the object of the formwork element, which the ceiling plate is limited to the front, until solidification precise hold of the liquid concrete of the ceiling.
  • the commonly used devices include Anchoring element of two orthogonal with each other connected profile tubes, of which the horizontal too lying legs (anchor) on the slab formwork the ceiling to be created e.g. is attached with nails.
  • the Holder can be a reusable formwork panel or a lost Deckenrandabschalungsplatte be attached.
  • a disadvantage of this anchoring element is the big Effort for an exact alignment, especially if the already cast wall (first part) or their uneven top edge protrudes above the level of the formwork and before moving the towering parts of this wall need to be sharpened.
  • the transfer the anchoring elements by the mostly in larger Number of existing, protruding from the wall upwards Arm istsanBankeisen the first part of construction complicates.
  • Object of the present invention is to provide a Method for setting an anchoring element for the Attachment of reusable and lost Deckenrandschalungsplatten as well as the creation of a Anchoring element for performing the method.
  • the procedural setting of the anchoring element Allows you to do this work comfortably already during the Formwork and before the creation of the wall reinforcement make.
  • the attachment of the anchoring element The wall formwork can be very simple and without effort extremely precise, because inevitably accurate offset formwork panels for the wall serve as a base for the exact alignment.
  • the once staggered Anchoring elements are immediately after stripping the created wall (first part) operational, namely both as a holder for the Deckenrandabschalungsplatten as also where desired or prescribed for the Fixing guardrails during concreting the ceiling (second part).
  • the guardrail can even before concreting the first part of construction be mounted together with the anchoring element and his service already while cupping the ceiling fulfill.
  • the anchoring elements With the hardening of the concrete the ceiling bearing wall, the anchoring elements are unsolvable with the latter connected. Also, hard bumps, e.g. through Crane hooks hanging rebar or Deckenrandabschalungsplatten, can be added without damage become. This quite contrary to the known ones fixed at right angles to the slab formwork Anchoring elements, which by low forces already be solved from the nailed anchorage.
  • Anchoring element 1 for setting / securing a Deckenrandabschalung 13 is the horizontal leg. 3 with nails 5 on the formwork 7 for the to be created Ceiling 26 attached.
  • the holder part 4 of the anchoring element 1 are spacer elements 11th attached, indicating the location of the to be attached Ceiling edge shuttering 13 and means for Attaching the Deckenrandabschalung 13 have.
  • the inventive anchoring element 1, as shown in the Figures 1, 2 and 4 to 7, comprises in the simplest version a straight profile bar with round (Figure 7a), rectangular ( Figure 7b), U-shaped (Figure 7c) or T-shaped (Figure 7d) cross section.
  • the profile bar is angled two-fold.
  • the two Legs form below the anchor part 2 and above the Holder part 4.
  • On the holder part 4 is at least one Retaining element 23 attached.
  • the two holding elements 23,25 have two functions: on the one hand they serve as Connecting means to the anchoring element 1 with the Shuttering panel 21 for the wall 17 to be concreted connect, and on the other hand they form spacers to usually made of steel anchoring element 1 in sufficient distance from the wall surface and to avoid rusting (see Figures 1, 2 and 4).
  • the formation of the Anchoring element 1 described in more detail includes the vertical holder part 4 and the vertical Holder part 4 at an acute angle or parallel, anchoring part to be embedded 2.
  • the lower Retaining element 23 and the upper retaining element 25 is attached.
  • the holding elements 23,25 can also from the holder part. 4 to be formed out of itself (not pictured). Both Retaining elements 23, 25 have tabs 27 with a bore 29 on, through which nails 31 are passed.
  • at least the holder part 4 consists of a Tube with polygonal cross section (see Fig. 7).
  • those which comprise the holder part 4 do not completely cover. You can e.g. with rest or Snap elements on the holder part 4 to be attached to this to keep at a distance from the wall formwork 21.
  • the anchoring element 1 according to FIG 5 is with the Nails 31 before concreting the wall 17 on the formwork 21 attached.
  • the attachment of the light and good to handling anchoring elements 1 is easy, because after attaching a contour line for the face of the creating wall 17 at the height h or at the level the surface of the later-to-be-poured ceiling 26 can the anchoring elements 1 successively and in nailed to a predetermined distance.
  • Attaching to the formwork 21 is preferably carried out before creating the Reinforcement 33. The subsequent structure 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 before 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. 5).
  • the anchoring elements 1 are permanently connected in the solidified concrete mass. They can be used immediately, ie after removal of the formwork 21, to create a protective railing 35 (see FIG. 6) and also loaded, if the railing 35 has not already been placed on the formwork 21 when fastening 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 for the time being a fastener 39 for fixing a Deckenrand-Abschalplatte 41 mounted on the vertical holder part 4.
  • 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).

Abstract

The method for the setting of an anchoring element (1) for reusable and permanent ceiling edge shuttering panels entails fastening the anchoring element on the wall shuttering (21) for the wall supporting the ceiling which is to be cast later. The anchoring element is fastened to the wall shuttering with the concrete mass still in a fluid state before the concreting of the supporting wall or directly after it. An independent claim is included for an anchoring element to carry out the aforesaid method and which comprises a two-part profiled rod with an upper support section (4) to which are attached means (23,25) for the fastening to the wall shuttering, and a lower section functioning as an anchoring section (2) in the wall.

Description

Gegenstand der Erfindung ist ein Verfahren zum Setzen eines Verankerungselements für wiederverwendbare und verlorene Deckenrandschalungsplatten gemäss Oberbegriff des Patentanspruchs 1 sowie ein Verankerungselement zur Durchführung des Verfahrens gemäss Oberbegriff des Patentanspruchs 3.The invention relates to a method for setting an anchoring element for reusable and Lost ceiling edge formwork panels according to the preamble of claim 1 and an anchoring element for Implementation of the method according to the preamble of Patent claim 3.

Für die Erstellung von Deckenrandabschalungen sind verschiedene Vorrichtungen bekannt. Allen Vorrichtungen liegt die Aufgabe zugrunde, das Schalungselement, welches die Deckenplatte stirnseitig begrenzt, bis zur Erstarrung des flüssigen Betons der Decke präzise festzuhalten. Eine der häufig verwendeten Vorrichtungen umfasst ein Verankerungselement aus zwei rechtwinklig miteinander verbundenen Profilrohren, von denen der horizontal zu liegen kommende Schenkel (Anker) auf der Deckenschalung der zu erstellenden Decke z.B. mit Nägeln befestigt wird. Am vertikal nach oben ragenden zweiten Schenkel, dem Halter, kann eine wiederverwendbare Schalplatte oder eine verlorene Deckenrandabschalungsplatte befestigt werden. Nachteilig an diesem Verankerungselement ist der grosse Aufwand für eine exakte Ausrichtung, insbesondere wenn die bereits gegossene Wand (erste Teilbaute) bzw. deren unebene Oberkante über das Niveau der Schalung hinausragt und vor dem Versetzen die überragenden Teile dieser Wand abgespitzt werden müssen. Im weiteren ist das Versetzen der Verankerungselemente auch durch die meist in grosser Zahl vorhandenen, aus der Wand nach oben ragenden Armierungsanschlusseisen der ersten Teilbaute erschwert.For the creation of Deckenrandabschalungen are various devices known. All devices is the object of the formwork element, which the ceiling plate is limited to the front, until solidification precise hold of the liquid concrete of the ceiling. A The commonly used devices include Anchoring element of two orthogonal with each other connected profile tubes, of which the horizontal too lying legs (anchor) on the slab formwork the ceiling to be created e.g. is attached with nails. At the vertically upstanding second leg, the Holder, can be a reusable formwork panel or a lost Deckenrandabschalungsplatte be attached. A disadvantage of this anchoring element is the big Effort for an exact alignment, especially if the already cast wall (first part) or their uneven top edge protrudes above the level of the formwork and before moving the towering parts of this wall need to be sharpened. In the following is the transfer the anchoring elements by the mostly in larger Number of existing, protruding from the wall upwards Armierungsanschlusseisen the first part of construction complicates.

Es ist weiter bekannt, verlorene Deckenrandabschalungen vor dem Giessen der darunter liegenden Wand an den aussen liegenden Schalungsplatten zu befestigen. Qualitativ hochstehende Deckenrandabschalungen sind verhältnismässig teuer und werden daher nicht in allen Bereichen des Hochbaus eingesetzt. An den verlorenen Deckenrandabschalungen sind bei einer besonders vorteilhaften Deckenrandabschalungsplatte in diese eingeschobene zweischenklige Profilelemente befestigt. Der unten über die Platte herausragende Teil des Profilelements kommt in der die Decke tragenden Wand (erste Teilbaute) zu liegen und hält nach dem Erstellen der Wand bzw. beim Erstellen der Decke die Deckenrandabschalplatten an der zuvor erstellten Wand fest.It is also known lost Deckenrandabschalungen before pouring the wall underneath to the outside to fix lying formwork panels. qualitatively upright slab edge shutters are proportionate expensive and therefore not in all areas of the Building construction used. At the lost one Deckenrandabschalungen are at a special advantageous Deckenrandabschalungsplatte in this attached inserted two-legged profile elements. Of the below the plate protruding part of the Profile element comes in the wall carrying the ceiling (first part building) to lie and holds after creating the wall or when creating the ceiling the Deckenrandabschalplatten on the previously created wall firmly.

Aufgabe der vorliegenden Erfindung ist die Schaffung eines Verfahrens zum Setzen eines Verankerungselements für die Befestigung von wiederverwendbaren und verlorenen Deckenrandschalungsplatten sowie die Schaffung eines Verankerungselements zur Durchführung des Verfahrens.Object of the present invention is to provide a Method for setting an anchoring element for the Attachment of reusable and lost Deckenrandschalungsplatten as well as the creation of a Anchoring element for performing the method.

Gelöst wird die Aufgabe durch ein Verfahren gemäss den Merkmalen des Patentanspruchs 1 sowie durch ein Verankerungselement gemäss den Merkmalen des Patentanspruchs 3. Vorteilhafte Ausgestaltungen des Verankerungselements sind in den abhängigen Ansprüchen definiert.The problem is solved by a method according to the Features of claim 1 and by a Anchoring element according to the features of Patent claim 3. Advantageous embodiments of Anchoring element are in the dependent claims Are defined.

Das verfahrensgemässe Setzen des Verankerungselements erlaubt es, diese Arbeit bequem bereits während der Schalungsarbeiten und vor der Erstellung der Wandarmierung vorzunehmen. Die Befestigung des Verankerungselements an der Wandschalung kann sehr einfach und ohne Aufwand äusserst präzise erfolgen, denn die zwangsläufig genau versetzten Schalungsplatten für die Wand dienen als Basis für die exakte Ausrichtung. Die einmal versetzten Verankerungselemente sind sofort nach dem Ausschalen der erstellten Wand (erste Teilbaute) einsatzfähig, und zwar sowohl als Halter für die Deckenrandabschalungsplatten als auch dort, wo erwünscht oder vorgeschrieben, für die Befestigung von Schutzgeländern während des Betonierens der Decke (zweite Teilbaute). Das Schutzgeländer kann sogar schon vor dem Betonieren der ersten Teilbaute zusammen mit dem Verankerungselement montiert werden und seinen Dienst bereits während des Schalens der Decke erfüllen. Mit der Aushärtung des Betons der die Decke tragenden Wand sind die Verankerungselemente unlösbar mit letzterer verbunden. Auch harte Stösse, z.B. durch an Kranhaken hängende Armierungseisen oder Deckenrandabschalungsplatten, können schadlos aufgenommen werden. Dies ganz im Gegensatz zu den bekannten rechtwinklig auf der Deckenschalung befestigten Verankerungselemente, welche durch geringe Kräfte bereits aus der genagelten Verankerung gelöst werden.The procedural setting of the anchoring element Allows you to do this work comfortably already during the Formwork and before the creation of the wall reinforcement make. The attachment of the anchoring element The wall formwork can be very simple and without effort extremely precise, because inevitably accurate offset formwork panels for the wall serve as a base for the exact alignment. The once staggered Anchoring elements are immediately after stripping the created wall (first part) operational, namely both as a holder for the Deckenrandabschalungsplatten as also where desired or prescribed for the Fixing guardrails during concreting the ceiling (second part). The guardrail can even before concreting the first part of construction be mounted together with the anchoring element and his service already while cupping the ceiling fulfill. With the hardening of the concrete the ceiling bearing wall, the anchoring elements are unsolvable with the latter connected. Also, hard bumps, e.g. through Crane hooks hanging rebar or Deckenrandabschalungsplatten, can be added without damage become. This quite contrary to the known ones fixed at right angles to the slab formwork Anchoring elements, which by low forces already be solved from the nailed anchorage.

Anhand eines illustrierten Ausführungsbeispiels wird die Erfindung näher erläutert. Es zeigen

Figur 1
eine Aufsicht auf eine Wandschalung mit versetzten Verankerungselementen,
Figur 2
ein Vertikalschnitt längs Linie II-II durch die Wandschalungsplatte in Figur 1,
Figur 3
ein Verankerungselement, dessen horizontaler Schenkel (Anker) auf der Deckenschalung gemäss Stand der Technik befestigt ist,
Figur 4
einen Querschnitt durch eine Wand mit einem erfindungsgemässen Verankerungselement, befestigt an der äusseren Wandschalungsplatte,
Figur 5
eine perspektivische Darstellung des Verankerungselements,
Figur 6
einen Querschnitt durch eine erstellte Wand mit einbetoniertem Verankerungselement und daran befestigter Deckenrandabschalung sowie einem Schutzgeländerträger mit Schutzgeländer vor dem Betonieren der Decke und
Figuren 7 a-d
verschiedene mögliche Querschnitte des Verankerungselements.
Reference to an illustrated embodiment, the invention is explained in detail. Show it
FIG. 1
a view of a wall formwork with staggered anchoring elements,
FIG. 2
a vertical section along line II-II through the wall formwork panel in Figure 1,
FIG. 3
An anchoring element, the horizontal leg (anchor) is mounted on the slab formwork according to the prior art,
FIG. 4
a cross section through a wall with an inventive anchoring element attached to the outer wall formwork panel,
FIG. 5
a perspective view of the anchoring element,
FIG. 6
a cross section through a created wall with a concrete anchoring element and attached Deckenrandabschalung and a guardrail carrier with guardrail before concreting the ceiling and
Figures 7 ad
various possible cross sections of the anchoring element.

Bei einem aus dem Stand der Technik bekannten Verankerungselement 1 zum Setzen/Befestigen einer Deckenrandabschalung 13 ist dessen horizontaler Schenkel 3 mit Nägeln 5 auf der Schalung 7 für die zu erstellende Decke 26 befestigt. Am vertikalen Schenkel, dem Halterteil 4 des Verankerungselements 1 sind Distanzelemente 11 befestigt, welche die Lage der anzubringenden Deckenrandabschalung 13 festlegen und Mittel zum Befestigen der Deckenrandabschalung 13 aufweisen. Das Ausrichten der Halterteile 4 auf die Ebene E, welche später die Stirnfläche der Decke 26 bildet, ist sehr aufwendig, weil einerseits oft Teile, Wandteile 17' oder Armierungs-Anschlusseisen 33, die die Oberfläche 15 der bereits erstellten Wand 17 überragen und im Wege stehen, vorerst weggespitzt oder abgetrennt werden müssen (Figur 3) und andererseits die fiktive Ebene E (Stirnwand der Decke) gesucht werden muss.In one known from the prior art Anchoring element 1 for setting / securing a Deckenrandabschalung 13 is the horizontal leg. 3 with nails 5 on the formwork 7 for the to be created Ceiling 26 attached. On the vertical leg, the holder part 4 of the anchoring element 1 are spacer elements 11th attached, indicating the location of the to be attached Ceiling edge shuttering 13 and means for Attaching the Deckenrandabschalung 13 have. The Aligning the holder parts 4 on the plane E, which later forms the end face of the ceiling 26 is very consuming, because on the one hand often parts, wall parts 17 'or Reinforcement connection iron 33, the surface 15 of the tower over already created wall 17 and stand in the way, 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.

Das erfindungsgemässe Verankerungselement 1, wie es in den Figuren 1, 2 und 4 bis 7 dargestellt ist, umfasst in der einfachsten Ausführung einen geraden Profilstab mit rundem (Figur 7a), rechteckigem (Figur 7b), u-förmigem (Figur 7c) oder T-förmigem (Figur 7d) Querschnitt. Vorteilhafterweise ist der Profilstab zweischenklig abgewinkelt. Die beiden Schenkel bilden unten den Ankerteil 2 und oben den Halterteil 4. Am Halterteil 4 ist mindestens ein Halteelement 23 befestigt. Vorzugsweise sind zwei Halteelemente 23,25 in gegenseitigem Abstand mit dem Halterteil 4 verbunden. Die beiden Halteelemente 23,25 haben zwei Funktionen: einerseits dienen sie als Verbindungsmittel, um das Verankerungselement 1 mit der Schalungsplatte 21 für die zu betonierende Wand 17 zu verbinden, und andererseits bilden sie Distanzelemente, um das meist aus Stahl hergestellte Verankerungselement 1 in genügendem Abstand von der Wandoberfläche zu halten und eine Rostbildung zu vermeiden (vgl. Figuren 1, 2 und 4).The inventive anchoring element 1, as shown in the Figures 1, 2 and 4 to 7, comprises in the simplest version a straight profile bar with round (Figure 7a), rectangular (Figure 7b), U-shaped (Figure 7c) or T-shaped (Figure 7d) cross section. advantageously, the profile bar is angled two-fold. The two Legs form below the anchor part 2 and above the Holder part 4. On the holder part 4 is at least one Retaining element 23 attached. Preferably, two Holding elements 23,25 at a mutual distance with the Holder part 4 connected. The two holding elements 23,25 have two functions: on the one hand they serve as Connecting means to the anchoring element 1 with the Shuttering panel 21 for the wall 17 to be concreted connect, and on the other hand they form spacers to usually made of steel anchoring element 1 in sufficient distance from the wall surface and to avoid rusting (see Figures 1, 2 and 4).

Anhand der Figuren 5 und 6 wird die Ausbildung des Verankerungselements 1 näher beschrieben. Dieses umfasst den vertikalen Halterteil 4 und den zum vertikalen Halterteil 4 in spitzem Winkel oder parallel verlaufenden, einzubetonierenden Ankerteil 2. Am Halterteil 4 sind, vorzugsweise aus Kunststoff gefertigt, das untere Halteelement 23 und das obere Halteelement 25 befestigt. Die Halteelemente 23,25 können auch aus dem Halterteil 4 selbst herausgeformt sein (keine Abb.). Beide Halteelemente 23,25 weisen Laschen 27 mit einer Bohrung 29 auf, durch welche Nägel 31 hindurchführbar sind. Vorzugsweise besteht mindestens der Halterteil 4 aus einem Rohr mit mehreckigem Querschnitt (Vergl. Fig. 7). Alternativ zu den beschriebenen Halteelementen 23,25 können auch solche eingesetzt werden, die den Halterteil 4 nicht vollständig umfassen. Sie können z.B. mit Rast- oder Schnappelementen am Halterteil 4 befestigt sein, um diesen in einem Abstand zur Wandschalung 21 zu halten.With reference to Figures 5 and 6, the formation of the Anchoring element 1 described in more detail. This includes the vertical holder part 4 and the vertical Holder part 4 at an acute angle or parallel, anchoring part to be embedded 2. At the holder part 4, preferably made of plastic, the lower Retaining element 23 and the upper retaining element 25 is attached. The holding elements 23,25 can also from the holder part. 4 to be formed out of itself (not pictured). Both Retaining elements 23, 25 have tabs 27 with a bore 29 on, through which nails 31 are passed. Preferably, at least the holder part 4 consists of a Tube with polygonal cross section (see Fig. 7). Alternatively to the described holding elements 23,25 It is also possible to use those which comprise the holder part 4 do not completely cover. You can e.g. with rest or Snap elements on the holder part 4 to be attached to this to keep at a distance from the wall formwork 21.

Das Verankerungselement 1 gemäss Figur 5 wird mit den Nägeln 31 vor dem Betonieren der Wand 17 an der Schalung 21 befestigt. Die Befestigung der leichten und gut zu handhabenden Verankerungselemente 1 ist einfach, denn nach dem Anbringen einer Höhenlinie für die Stirnfläche der zu erstellenden Wand 17 auf der Höhe h oder auf dem Niveau der Oberfläche der später zu giessenden Decke 26 können die Verankerungselemente 1 nacheinander und in vorgegebenem Abstand angenagelt werden. Das Befestigen an der Schalung 21 erfolgt vorzugsweise vor dem Erstellen der Armierung 33. Der nachfolgende Aufbau der Armierung 33 wird durch die Verankerungselemente 1 nicht behindert. The anchoring element 1 according to FIG 5 is with the Nails 31 before concreting the wall 17 on the formwork 21 attached. The attachment of the light and good to handling anchoring elements 1 is easy, because after attaching a contour line for the face of the creating wall 17 at the height h or at the level the surface of the later-to-be-poured ceiling 26 can the anchoring elements 1 successively and in nailed to a predetermined distance. Attaching to the formwork 21 is preferably carried out before creating the Reinforcement 33. The subsequent structure of the reinforcement 33 is not hindered by the anchoring elements 1.

Selbstverständlich können die Verankerungselemente 1 auch nach dem Erstellen der Wandarmierung und sogar noch nach dem Einbringen der Betonmasse vor dessen Aushärtung befestigt werden.
Am Halterteil 4 kann zusätzlich noch in einer den Halterteil 4 durchdingenden Bohrung 30 eine Gewindehülse 32 befestigt, ausgebildet oder angeformt sein. Das Ende der Gewindehülse 32 liegt bündig in der Ebene der Halteelemente 23,25 und dient nach dem Ausschalen der Wand als Verankerung für einen Ankerstab (Ankerstab nicht dargestellt in Fig. 5).
Of course, the anchoring elements 1 can be fixed even after the creation of the wall reinforcement and even after the introduction of the concrete mass before curing.
On the holder part 4, 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. 5).

Nach der Erstellung (Betonieren) der Wand 17 bis zu Höhe h sind die Verankerungselemente 1 in der erstarrten Betonmasse unlösbar verbunden. Sie können sofort, d.h. nach dem Entfernen der Schalung 21, zur Erstellung eines Schutzgeländers 35 (vgl. Figur 6) eingesetzt und auch belastet werden, falls das Geländer 35 nicht bereits beim Befestigen der Verankerungselemente 1 an der Schalung 21 aufgesetzt worden ist. Die dazu verwendeten Geländerpfosten 37 lassen sich von oben in den vertikalen Halterteil 4 des Verankerungselements 1 einschieben. In einer bevorzugten Ausführung der Erfindung werden die Geländerpfosten 37 nicht direkt in die Verankerungselemente 1 eingesteckt, sondern es wird vorerst ein Befestigungselement 39 für die Befestigung einer Deckenrand-Abschalplatte 41 auf dem vertikalen Halterteil 4 befestigt. Ein solches Befestigungselement 39 ist aus dem Stand der Technik bekannt und umfasst einen die Deckenrand-Abschalplatte 41 umgreifenden Arm 43, welcher die Deckenrand-Abschalplatte 41 automatisch festklemmt, so dass keine Nägel 31 eingeschlagen werden müssen. Am Befestigungselement 39 ist ein vertikal verlaufendes Aufnahmerohr 45 befestigt, in welches der Geländerpfosten 37 temporär beim Giessen der Decke 26 einsteckbar ist.
Die geometrische Ausbildung des Halterteils 4, insbesondere des oberen Endes, ist an die verschiedenen, auf dem Markt erhältlichen Befestigungelemente 39 anpassbar, d.h. sie ist systemabhängig anpassbar.
Am Verankerungselement 1 bzw. an dessen Halterteil 4 können Markierungen zur Anzeige der Oberkante der zu erstellenden Wand in Gestalt von Strichen oder Vertiefungen angebracht sein. Es können weiter zusätzliche Markierungen am Halterteil 4 bzw. am Ankerteil 2 angebracht sein, welche die Deckenstärke d anzeigen (keine Abbildung).
After the creation (concreting) of the wall 17 up to height h, the anchoring elements 1 are permanently connected in the solidified concrete mass. They can be used immediately, ie after removal of the formwork 21, to create a protective railing 35 (see FIG. 6) and also loaded, if the railing 35 has not already been placed on the formwork 21 when fastening 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 for the time being a fastener 39 for fixing a Deckenrand-Abschalplatte 41 mounted on the vertical holder part 4. 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. On the fastening element 39, 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.
On the anchoring element 1 or on its holder part 4 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).

Claims (9)

Verfahren zum Setzen eines Verankerungselements (1) für wiederverwendbare und verlorene Deckenrand-Schalungsplatten, dadurch gekennzeichnet, dass das Verankerungselement (1) an der Wandschalung (21) für die die später zu giessende Decke (26) tragende Wand (17) befestigt wird.Method for setting an anchoring element (1) for reusable and lost ceiling edge formwork panels, characterized in that the anchoring element (1) on the wall formwork (21) for the later to be poured blanket (26) supporting wall (17) is attached. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass das Verankerungselement (1) vor dem Betonieren der die Decke (26) tragenden Wand (17) oder unmittelbar nach dem Betonieren der Wand (17) bei noch flüssiger Betonmasse an der Wandschalung (21) befestigt wird.A method according to claim 1, characterized in that the anchoring element (1) before concreting the ceiling (26) bearing wall (17) or immediately after concreting the wall (17) is still attached liquid concrete mass to the wall formwork (21) , Verankerungselement (1) zur Durchführung des Verfahrens nach Patentanspruch 1, dadurch gekennzeichnet, dass das Verankerungselement (1) einen zweischenkligen Profilstab umfasst, an dessen oberem, als Halterteil (4) ausgebildeten Teil Mittel (23,25) zum Befestigen an der Wandschalung (21) angebracht sind und dessen unterer Teil als Ankerteil (2) in der Wand (17) fungiert. Anchoring element (1) for carrying out the method according to claim 1, characterized in that the anchoring element (1) comprises a two-legged profile bar, on whose upper part, designed as a holding part (4), means (23, 25) for fastening to the wall formwork (21 ) are mounted and whose lower part acts as an anchor part (2) in the wall (17). Verankerungselement nach Anspruch 3, dadurch gekennzeichnet, dass der Profilstab einen runden, eckigen, u-förmigen oder T-förmigen Querschnitt aufweist.Anchoring element according to claim 3, characterized in that the profile bar has a round, polygonal, U-shaped or T-shaped cross-section. Verankerungselement nach einem der Ansprüche 2 bis 4, dadurch gekennzeichnet, dass als Mittel zum Befestigen an der Wandschalung (21) am Halterteil (4) befestigte Halteelemente (23,25) angeordnet sind, an denen Laschen (27) zum Hindurchführen von Nägeln (31) angeformt sind.Anchoring element according to one of Claims 2 to 4, characterized in that holding elements (23, 25) fastened to the holder part (4) are arranged as means for fastening to the wall formwork (21), on which tabs (27) for passing nails (31 ) are formed. Verankerungselement nach Anspruch 5, dadurch gekennzeichnet, dass die Halteelemente (23,25) als Abstandhalter zur Wandoberfläche ausgebildet sind.Anchoring element according to claim 5, characterized in that the holding elements (23,25) are formed as spacers to the wall surface. Verankerungselement nach einem der Ansprüche 3 bis 6, dadurch gekennzeichnet, dass am Ankerteil (2) und/oder am Halterteil (4) Markierungen zur Anzeige der Oberkante der zu erstellenden Wand (17) angebracht sind.Anchoring element according to one of claims 3 to 6, characterized in that the anchor part (2) and / or on the holder part (4) markings for indicating the upper edge of the wall to be created (17) are mounted. Verankerungselement nach einem der Ansprüche 3 bis 7, dadurch gekennzeichnet, dass am Halterteil (4) eine Gewindehülse (32) befestigt, ausgebildet oder angeformt ist, deren eines Ende in der Ebene durch die Enden der Halteelemente 23,25 liegt. Anchoring element according to one of claims 3 to 7, characterized in that on the holder part (4) a threaded sleeve (32) is fixed, formed or molded, one end of which lies in the plane through the ends of the holding elements 23,25. Verankerungselement nach einem der Ansprüche 3 bis 7, dadurch gekennzeichnet, das Halterteil (4) eine geometrische Ausbildung aufweist, welche mit auf dem Markt erhältlichen Befestigungselementen (39) zusammenpasst.Anchoring element according to one of claims 3 to 7, characterized in that the holder part (4) has a geometric configuration which matches with fastening elements (39) available on the market.
EP04405777.6A 2003-12-16 2004-12-16 Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method Active EP1544378B1 (en)

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 true EP1544378A1 (en) 2005-06-22
EP1544378B1 EP1544378B1 (en) 2015-11-04

Family

ID=34468816

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04405777.6A Active EP1544378B1 (en) 2003-12-16 2004-12-16 Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method

Country Status (1)

Country Link
EP (1) EP1544378B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836798A (en) * 2017-01-23 2017-06-13 中建四局第三建筑工程有限公司 A kind of Xin Jiamo construction methods and guard bar structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3008473A1 (en) 1980-03-05 1981-09-17 Jürgen 7955 Ochsenhausen Hauser Concrete ceiling or floor formwork wall fixture anchor - has holder for member anchored by transverse pin through inbuilt sleeve
DE8308442U1 (en) * 1983-03-22 1985-09-12 Maier, Josef, 7611 Steinach Holding sleeve for slab edge formwork
DE8614599U1 (en) 1986-05-30 1986-07-31 Huber, Franz, 7730 Villingen-Schwenningen Shuttering device
CH689945A5 (en) * 1995-05-03 2000-02-15 Carmelo Albanese Method for fixing face shuttering for concrete ceiling to corresponding wall coping involves support and tension devices anchored by vertical holding parts
EP1079037A2 (en) * 1999-08-20 2001-02-28 System Albanese Method of making a slab's edge shuttering and shuttering therefor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3008473A1 (en) 1980-03-05 1981-09-17 Jürgen 7955 Ochsenhausen Hauser Concrete ceiling or floor formwork wall fixture anchor - has holder for member anchored by transverse pin through inbuilt sleeve
DE8308442U1 (en) * 1983-03-22 1985-09-12 Maier, Josef, 7611 Steinach Holding sleeve for slab edge formwork
DE8614599U1 (en) 1986-05-30 1986-07-31 Huber, Franz, 7730 Villingen-Schwenningen Shuttering device
CH689945A5 (en) * 1995-05-03 2000-02-15 Carmelo Albanese Method for fixing face shuttering for concrete ceiling to corresponding wall coping involves support and tension devices anchored by vertical holding parts
EP1079037A2 (en) * 1999-08-20 2001-02-28 System Albanese Method of making a slab's edge shuttering and shuttering therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836798A (en) * 2017-01-23 2017-06-13 中建四局第三建筑工程有限公司 A kind of Xin Jiamo construction methods and guard bar structure

Also Published As

Publication number Publication date
EP1544378B1 (en) 2015-11-04

Similar Documents

Publication Publication Date Title
DE3140287A1 (en) Device for producing concrete walls of storey height
DE19653985A1 (en) Device for attaching bolt anchors to concrete structures
DE202008013827U1 (en) Roof safety device
EP1672141A1 (en) Support for shuttering plate
EP1544378B1 (en) Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method
DE3512768A1 (en) Apparatus for fixing shuttering panels, shuttering and process for shuttering, and ground plug-in part
EP1672142B1 (en) Anchoring element for stop-end shuttering
AT411079B (en) METHOD FOR THE CONSTRUCTION OF A CONSTRUCTION WITH A CONCRETE WALL CONTAINED IN A CIRCUMFERENCE
DE2434813A1 (en) PROCEDURE AND SUBSTRUCTURE FOR EATING A FOUNDATION
EP0170230B1 (en) Method of vertically pretensioning for one- or multi-storied walls by individual wires and device for automatically clasping the pretensioning wires
EP1079037B1 (en) Method of making a slab's edge shuttering and shuttering therefor
DE4409529C1 (en) Support base for traffic lights, road signs etc.
AT409155B (en) DEVICE FOR SUPPORTING THE FOREIGN PANEL OF A BUILDING CEILING
AT412359B (en) FORMWORK
DE102004006618A1 (en) Device used as additional reinforcement in concrete flooring comprises rod-shaped anchors fixed on a rail with an anchor head outer surface, and an adhesive joint provided between the anchor head outer surface and the rail
DE1900476C3 (en) Holding device for posts of a guardrail
DE3522264A1 (en) Retaining apparatus for an end shuttering with a protective railing arranged thereon
DE19711537C2 (en) Device for attaching bolt anchors to concrete structures
DE2641654C2 (en) Device for connecting two wall formwork panels
CH701411A1 (en) Formwork and method for constructing a formwork.
AT519309B1 (en) FASTENING ANGLE FOR CEILING EDGE SHEETS
DE2708490C2 (en) Anchoring for concrete displacement pipes
DE8103164U1 (en) INSTALLATION GAUGE FOR AT LEAST TWO SEPARATE PIN-SHAPED ELEMENTS
EP4230816A1 (en) Device for displacing sealing strips between floor wall, wall, wall ceiling and concrete ceiling wall components
CH685830A5 (en) Ceiling shuttering structure with edge shuttering holder

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

17P Request for examination filed

Effective date: 20051215

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150708

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: CH

Ref legal event code: NV

Representative=s name: HANS RUDOLF GACHNANG PATENTANWALT, CH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 759307

Country of ref document: AT

Kind code of ref document: T

Effective date: 20151115

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502004015062

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20151104

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160304

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160205

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151231

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160304

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502004015062

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20160831

26N No opposition filed

Effective date: 20160805

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20160204

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151216

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160104

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160204

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20041216

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151104

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151216

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20221212

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20231214

Year of fee payment: 20

Ref country code: AT

Payment date: 20231214

Year of fee payment: 20