EP1079037B1 - 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 PDFInfo
- Publication number
- EP1079037B1 EP1079037B1 EP00810719A EP00810719A EP1079037B1 EP 1079037 B1 EP1079037 B1 EP 1079037B1 EP 00810719 A EP00810719 A EP 00810719A EP 00810719 A EP00810719 A EP 00810719A EP 1079037 B1 EP1079037 B1 EP 1079037B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- sheathing
- edge
- ceilings
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports
Definitions
- the invention relates to a method for creating a ceiling edge Abschalung according to claim 1 and a ceiling edge Abschalung according to claim 2.
- the ceiling edge Abschalung produce strip-shaped lightweight panels, which on the inside of the outer formwork of the concrete walls be nailed up. These plates must be partially in the protrude to be created wall to connect to the latter. Nevertheless you are inclined to Remove the formwork after casting the walls partially break or break or they keep the later load when pouring the concrete ceiling not was standing.
- Object of the present invention is to provide a Method for creating a ceiling edge shuttering, and a ceiling edge Abschalung with the or on simple Proper formwork before pouring the walls can be created and which one of the quality of Surface of the wall to be created corresponding outer Surface has.
- element plates which means Anchor brackets firmly anchored in the underlying wall are, results in a clean and not to be damaged tilting formwork for the subsequent concreting of the Blanket. Thanks to the secure anchoring of the concrete element panels in the wall below can be on this also commercially available Euro-standard guard rail holder and secure guardrail.
- concrete element panels with vertical holes used, through which the anchor bracket are inserted can. This allows a flawless and simple Attaching the anchor bracket to the concrete element panels.
- Another advantage of the inventive ceiling edge Abschalung is that when using concrete element panels with one of the lower edge along extending stage according to EP-A1-0927796, this partial be concreted into the wall and the lower stage as Straightening measure can serve for the upper edge of the wall.
- One additional marking of the ceiling level is omitted.
- Figure 1 is an element plate, short plate 1 represented, which by means of nails 3 at an outer Formwork 5 is attached to a wall 8.
- a plate 1 is preferably but not necessarily such with parallel to the longitudinal edges extending steps 7 and 9, which is also vertical and parallel to the having outer surface extending holes 11.
- Alternative to the concrete element plates described here Of course, you can also change plates 1 Building materials are used.
- To the horizontal Aligning the plate 1 is initially on the formwork. 5 in a known manner a horizontally extending Mark attached and then on the horizontal Marking nails or pins 13 hammered on which The plate 1 is aligned supported before it with few nails 3 is temporarily fixed to the formwork 5.
- the horizontal marking for the nails 13th is preferably a few centimeters below the height h, which later corresponds to the height of the ceiling of the room, appropriate. This can be achieved at Using a stepped plate 1, the level 7th within the wall 8 comes to rest and the edge on the Level 7 on the plate 1 when concreting as a standard for the height of the wall 8 can be used. Of course, in a plate 1 with rectangular cross-section whose lower edge directly as Standard for the top of the wall serve.
- anchor bracket 15 Before or after fixing the plates 1 to the formwork 5 anchor bracket 15 are connected to the plates 1.
- Anchor bracket 15 In the Embodiment according to Figures 1 to 4 are the Anchor bracket 15 in the holes 11 in the plates 1 of pushed down and against falling out by a Pin or nail 17, which through the top of the Plate edge 9 outstanding end of the anchor bracket 15th is pushed, secured.
- the anchor bracket 15 has a first straight leg 16 and at the bottom then one running in a straight line or one at an angle or offset from the surface 19 of the Shuttering panel 5 extending second leg 18. in the second leg 18 can increase the Anchoring strength holes 20 or transverse Anchor pins or rods 22 with smoother or rougher Surface be attached.
- the Plate 1 also with nails 3 on the formwork panel. 5 attached.
- the anchor bracket 15 is at the back of the Plate 1 attached.
- the attachment can with a nail 3 or another nail.
- One under the plate 1 Cross-finger 4 is at least at its end preferably made of plastic.
- the plate 1 becomes not only held on the back of the anchor bracket 15, but the latter surrounds the upper edge of the plate. 1 hook-shaped.
- the hook-shaped part 25 can by a Sleeve 27 may be connected to the anchor bracket 15.
- FIG 8 In the embodiment of the invention according to FIG 8 takes place the anchoring of the plate 1 to a vertical Reinforcing iron 29, which is the reinforcement of the creating wall 8 is used.
- the anchor bracket 15 and its lower leg 18 is connected by a connecting means on Reinforcing iron 29 attached.
- a connecting means can the leg 18 is split at the anchor bracket 15 in the end region be.
- the reinforcing iron 29 inserted and with a wedge 35 a frictional Connection brought about.
- a can Wire tie as he is for joining reinforcing iron serves to be used (not pictured).
- Anchor bracket 15 After completion, i. the casting of the wall 8, can the nails 3 with a pair of pliers from the plate. 1 be pulled out, so that in the embodiments according to the figures 1 to 5 no metal parts on the Surface of the Deckenabschalung come to rest.
- the hook-shaped part 25 of Anchor bracket 15 is preferably made of plastic and can be separated later.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Paper (AREA)
- Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
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 Abschalung according to
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. Creating ceiling edge formwork over concrete Wall sections, especially over the basement area, are consuming and require a variety of Steps. Usually after the creation the concrete walls for the basement after the peeling of the Cellar ceiling with formwork panels or boards from the outside Ceiling edge shuttering created. After concreting and Curing the ceiling must be outside on the wall attached shuttering panels are 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 panels Ceiling edge shutters to create, and Although the concrete element panels by means of right-angled retaining clips held in an upright position and the brackets are mounted on the slab formwork. With This known formwork system can create a Ceiling edge shutter made of wood to be bypassed. she conditionally, however, that for the concrete element panels a relatively accurate contact surface is present. A such can easily be made from baking or concrete blocks created walls are generated. Cast concrete walls generally do not indicate the high accuracy the surface on to this as a support for rectangular holding elements held concrete element panels 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, the ceiling edge Abschalung produce strip-shaped lightweight panels, which on the inside of the outer formwork of the concrete walls be nailed up. These plates must be partially in the protrude to be created wall to connect to the latter. Nevertheless you are inclined to Remove the formwork after casting the walls partially break or break or they keep the later load when pouring the concrete ceiling not was standing.
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.Object of the present invention is to provide a Method for creating a ceiling edge shuttering, and a ceiling edge Abschalung with the or on simple Proper formwork before pouring the walls can be created and which one of the quality of Surface of the wall to be created corresponding outer Surface has.
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 object is achieved by a method according to the
Features of
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 underlying wall are, results in a clean and not to be damaged tilting formwork for the subsequent concreting of the Blanket. Thanks to the secure anchoring of the concrete element panels in the wall below can be on this also commercially available Euro-standard guard rail holder and secure guardrail. In In a particularly advantageous embodiment, concrete element panels with vertical holes used, through which the anchor bracket are inserted can. This allows a flawless and simple Attaching the anchor bracket to the concrete element panels.
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 inventive ceiling edge Abschalung is that when using concrete element panels with one of the lower edge along extending stage according to EP-A1-0927796, this partial be concreted into the wall and the lower stage as Straightening measure can serve for the upper edge of the wall. One additional marking of the ceiling level is omitted.
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.
- FIG. 1
- a perspective view of the attachment of an element plate to an external formwork for a wall,
- FIG. 2
- a vertical section along line II-II in Figure 1,
- FIG. 3
- a vertical section along line II-II in Figure 1 after the casting of the wall,
- FIG. 4
- a vertical section along line II-II in Figure 1 after stripping the wall and with indicated in broken lines position of the concrete pavement,
- FIG. 5
- a further embodiment of an anchor bracket with adjacent to the bottom and on the rear side of the element plate legs,
- FIG. 6
- a further embodiment of an anchor bracket with the element plate largely enclosing anchor bracket,
- FIG. 7
- a further embodiment of the anchor bracket,
- FIG. 8
- an anchor bracket connected to a wall reinforcing bar.
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 wird vorerst an der Schalung 5
in bekannter Weise eine horizontal verlaufende
Markierung 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,
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 fixing the
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
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. 5, the
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
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
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 according to FIG 8 takes place
the anchoring of the
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. the casting of the
Claims (10)
- A method for creating an edge sheathing for ceilings above a concreted wall (8) with element plates (1) which function as the missing sheathing, characterised by the following operating steps:a) marking the lower edge (21) of the ceiling (21) to be created at a later stage on the inner side of the outer wall sheathing (5) before concreting the wall (8),b) fastening the element plates (1) on the inner side of the outer wall sheathing (5),c) wherein before or after step b), anchor shackles (15) are connected to the element plates (1), whose limbs (16) which lie at the top are connected to the element plates (1) and whose limbs (18) which lie at the bottom project beyond the element plates (1), so that after concreting the wall (8) they come to lie in this wall in an anchored manner.
- An edge sheathing for ceilings which is anchored in a concreted wall (8), comprising a plurality of element plates (1) which form a lost sheathing and whose outer side is flush with the outer side of the wall (8) and on which anchor shackles (15) are fastened, whose first limbs (16) lying at the top are connected to the element plates (1) and whose second limbs (18) lying at the bottom which project away from the plates (1) are concreted directly into the wall (8).
- An edge sheathing for ceilings, according to claim 2, characterised in that the second limbs (18) run parallel or bent at an angle to the first limbs (16) and project beyond the element plate (1) at the bottom.
- An edge sheathing for ceilings, according to claim 3, characterised in that the first limb (16) is inserted in a vertical bore (11) in the element plate (1).
- An edge sheathing for ceilings, according to claim 3, characterised in that the first limb (16) lies on the rear side of the element plate (1) and is connected to this.
- An edge sheathing for ceilings, according to one of the claims 3 to 5, characterised in that a hook (4, 25) envisaged to partly engage below the plate (1) and/or to embrace it at the top is fastened on the anchor shackle (15).
- An edge sheathing for ceilings, according to claim 6, characterised in that the hook (25) is fastened with a sleeve (27) on the anchor shackle (15).
- An edge sheathing for ceilings, according to one of the claims 2 or 3, characterised in that a connection means for fastening the anchor shackle (15) on a reinforcement rod (29) for connecting the wall (8) to the ceiling (21) is attached on the second limb (18) of the anchor shackle (15).
- An edge sheathing for ceilings, according to one of the claims 2 to 8, characterised in that transverse bores (20) and/or transverse rods or transverse pins (22) are attached on the second limb (18) of the anchor shackle (15), for increasing the strength of the anchoring of the plate (1) in the wall (18).
- An edge sheathing for ceilings, according to one of the claims 2 to 8, characterised in that the second limb (18) of the anchor shackle (15) is split for leading through a reinforcement rod (29) and for knocking in a wedge (35).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH153299 | 1999-08-20 | ||
CH153299 | 1999-08-20 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1079037A2 EP1079037A2 (en) | 2001-02-28 |
EP1079037A3 EP1079037A3 (en) | 2001-05-30 |
EP1079037B1 true EP1079037B1 (en) | 2005-09-28 |
Family
ID=4212644
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00810719A Expired - Lifetime EP1079037B1 (en) | 1999-08-20 | 2000-08-14 | Method of making a slab's edge shuttering and shuttering therefor |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1079037B1 (en) |
AT (1) | ATE305544T1 (en) |
DE (1) | DE50011244D1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1544378B1 (en) * | 2003-12-16 | 2015-11-04 | System Albanese | Method for installing an anchoring device for a slab edge shuttering and anchoring device to carry out the method |
FR3033812B1 (en) * | 2015-03-17 | 2020-03-27 | Kp1 | CONTINUOUS EDGE OF CONSTRUCTION ELEMENT AND CONSTRUCTION ELEMENT COMPRISING SUCH A BORDER. |
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 |
Family Cites Families (4)
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 |
DE19758238A1 (en) | 1997-12-30 | 1999-07-29 | Giulio Albanese | Formwork system |
-
2000
- 2000-08-14 EP EP00810719A patent/EP1079037B1/en not_active Expired - Lifetime
- 2000-08-14 AT AT00810719T patent/ATE305544T1/en active
- 2000-08-14 DE DE50011244T patent/DE50011244D1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP1079037A2 (en) | 2001-02-28 |
EP1079037A3 (en) | 2001-05-30 |
DE50011244D1 (en) | 2006-02-09 |
ATE305544T1 (en) | 2005-10-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE3004245C2 (en) | Slab formwork with drop heads | |
EP0927796B1 (en) | Form panel and system | |
DE102004004883B4 (en) | Ceiling formwork panel and system ceiling formwork | |
EP1079037B1 (en) | Method of making a slab's edge shuttering and shuttering therefor | |
EP0350525B1 (en) | Method for producing building-walls and a shuttering system | |
CH624446A5 (en) | End shuttering on a concrete floor | |
EP0048468B1 (en) | Holding device for frontal adjusting boards for the casting of concrete for ceilings of buildings | |
DE10007450A1 (en) | Mounting bracket system and method for fastening a prefabricated component to a building part using the mounting bracket system | |
DE9405677U1 (en) | Anchor plate for concrete structures | |
DE29509938U1 (en) | Scarf support | |
DE2319190A1 (en) | DEVICE FOR PRODUCING RECESSES IN CAST CONCRETE | |
AT412359B (en) | FORMWORK | |
DE10028514C1 (en) | Shuttering unit for edge shuttering has shuttering element provided with openings receiving fixing bolts for securing to further shuttering unit | |
DE2752303A1 (en) | DOUBLE-SIDED SHAPING WALL | |
DE3807764C2 (en) | ||
DE807015C (en) | Reinforced concrete ceiling | |
AT400465B (en) | FORMWORK AND METHOD FOR POURING A CONCRETE CONTAINER | |
AT202746B (en) | Adjustable hanging device for, in particular, suspended or protruding ceilings or wall parts | |
CH685830A5 (en) | Ceiling shuttering structure with edge shuttering holder | |
DE102004020345A1 (en) | Beam support system for e.g. cantilever scaffold, has supporting cantilever that acts as support for base units of scaffold, and fastening unit to connect cantilever with base carrier of scaffold in loading direction | |
DE19725034A1 (en) | Shuttering for support of concrete until it hardens | |
CH675891A5 (en) | ||
DE8402504U1 (en) | SHELL IRON FOR SCREEDING CEILING SHEETS OR RING ANCHORS WITH BRACKET | |
DE7702770U1 (en) | ANCHOR PLATE FOR FASTENING GAS CONCRETE PANELS | |
WO1984004557A1 (en) | Angle bracket for front framework planking and appropriate mounting device |
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: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
RIC1 | Information provided on ipc code assigned before grant |
Free format text: 7E 04B 5/32 A, 7E 04G 11/36 B |
|
17P | Request for examination filed |
Effective date: 20011122 |
|
AKX | Designation fees paid |
Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
17Q | First examination report despatched |
Effective date: 20040719 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050928 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: 20050928 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: 20050928 |
|
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 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20051228 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: 20051228 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: 20051228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20060108 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: HANS RUDOLF GACHNANG PATENTANWALT |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 20060108 |
|
REF | Corresponds to: |
Ref document number: 50011244 Country of ref document: DE Date of ref document: 20060209 Kind code of ref document: P |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20060228 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
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 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20060831 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20060831 |
|
26N | No opposition filed |
Effective date: 20060629 |
|
EN | Fr: translation not filed | ||
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061124 |
|
BERE | Be: lapsed |
Owner name: SYSTEM ALBANESE Effective date: 20060831 |
|
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: 20060814 |
|
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: 20050928 Ref country code: FR 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: 20050928 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: GACHNANG AG PATENTANWAELTE, CH |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20190822 Year of fee payment: 20 Ref country code: IT Payment date: 20190821 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20190820 Year of fee payment: 20 Ref country code: GB Payment date: 20190827 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20190830 Year of fee payment: 20 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R071 Ref document number: 50011244 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: PE20 Expiry date: 20200813 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK07 Ref document number: 305544 Country of ref document: AT Kind code of ref document: T Effective date: 20200814 |
|
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 EXPIRATION OF PROTECTION Effective date: 20200813 |