EP3029219B1 - Method of setting a spacing, stop or distance holder device and a spacing, stop or distance holder device - Google Patents

Method of setting a spacing, stop or distance holder device and a spacing, stop or distance holder device Download PDF

Info

Publication number
EP3029219B1
EP3029219B1 EP15197178.5A EP15197178A EP3029219B1 EP 3029219 B1 EP3029219 B1 EP 3029219B1 EP 15197178 A EP15197178 A EP 15197178A EP 3029219 B1 EP3029219 B1 EP 3029219B1
Authority
EP
European Patent Office
Prior art keywords
spacer
piece
limit stop
distance
stop piece
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.)
Active
Application number
EP15197178.5A
Other languages
German (de)
French (fr)
Other versions
EP3029219A1 (en
Inventor
Pino 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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP3029219A1 publication Critical patent/EP3029219A1/en
Application granted granted Critical
Publication of EP3029219B1 publication Critical patent/EP3029219B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/064—Spacers placed on the bottom of the mould
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form

Definitions

  • the subject matter of the present invention is a method for setting a spacer, stop or spacer device according to the preamble of patent claim 1.
  • the invention furthermore relates to a stop and spacer device for creating a formwork for a wall according to the preamble of patent claim 4.
  • a profile iron for example a connection iron, at whose ends end caps are placed, which sets profile iron the distance between the two forming the formwork formwork panels.
  • the profile iron is carried axially guided by a holder.
  • connecting iron of the holder is attached with the attached profile iron in a placed around the connection iron receiving part and connected by driving with the latter and the connecting iron.
  • the profile iron In order to determine the exact distance from the connecting iron to the two to be set formwork panels, the profile iron must be aligned with the end caps in the holding part exactly to the predetermined mark, which is usually located on the ceiling or floor plate. Since the end caps are located at a distance of several centimeters from the surface of the floor or ceiling plate, the exact alignment with the mark is tedious, because on the one hand held the profile iron with the end caps with one hand and for aligning with the other hand in addition Angle element or the like placed on the ground and the profile iron must be aligned. When subsequently hitting the holding part in the receiving part, the profile iron can tilt and / or moved and thus lost the exact alignment.
  • the fastener To fix the fastener, it must be inserted with one hand in the wedge element, while it is aligned with the other hand and then secured by a hammer blow on the wedge element in position. Thus, the fastener does not tilt in an eccentric position, it is necessary, the fastener to hold until the completion of the fixation. That is, the simultaneous alignment and fixation of the fastener requires a lot of manual skill and time. Also, the stop holder according to WO97 / 36070 A1 or the DE 44 39 959 A1 or the WO2014 / 078969 A1 has a spacer with the same drawbacks when it needs to be positioned and fixed.
  • the solution of the object of the present invention according to claim 4 is to provide a distance, stop or spacer device with a distance, stop or spacer from a fastener or a wedge element, which allows the distance, stop or Place spacers directly on or immediately above the surface of the ceiling or floor slab and place them on the marking or align them and then fix them to the connecting iron so that the distance, sling or spacers can not be tilted or moved.
  • a method for setting a spacer, stop or spacer device for aligning a formwork for creating a concrete wall according to claim 1, comprising a spacer, stop or spacer comprising a profile bar with at least one end disposed end piece, a fastener in which the profile bar is initially held axially displaceable and a wedge element or a wedge.
  • the spacer, stop or spacer is attached to a vertically protruding from a top or bottom plate of a component AnschluĂźusisen and is aligned with respect to a mark. For this purpose, the following process steps as stated in claim 1.
  • the fastener when placing the stopper, spacer or spacer, the fastener to the connecting iron this is partially wrapped entangling.
  • the wedge element can be arranged on the fastening element arranged on the connection iron postponed and made by striking down the wedge member on the fastener with a tool mutual jamming of the profiled bar and the connecting iron.
  • the wedge element can rest on the top or bottom plate. In this way it can be avoided that a once set distance of the profile bar is no longer changed to a mark, because the profile bar in the holes or slots can not slip, since it is stably stored. According to one embodiment, the wedge element can be hammered into the fastener.
  • the spacer, stop and spacer includes a profile bar having at least one end piece disposed at one end, and a fastener in which the profile bar initially axially displaceable is held.
  • the fastening element has two spaced-apart side parts. In the side parts of the profile bar is inserted axially displaceable in two holes or slots. A wedge element can be pushed onto the fastening element.
  • the axes of the holes or the center axis of the inserted into the holes or slots profile bar in the side panels of the fastener are at a distance a to the lower edge of the side parts of the fastener, which distance is less than or equal to the radius r of the end pieces.
  • the edges of the side parts are designed as downwardly projecting supports.
  • the wedge element has in particular a U-shaped cross-section, whose legs are trapezoidal.
  • the edges, the wedge element and / or the end pieces can rest on the top or bottom plate.
  • the wedge member may include two free longitudinal edges which are bent inwardly to form a guide for the edges on the side members of the fastener.
  • the two legs connecting base or of the legs may be formed on the two legs connecting base or of the legs a club face. Due to the arrangement of the fastener directly on the surface of the floor or ceiling plate or the rest of the supports on the floor or ceiling plate, the adjustment to the predetermined mark without the aid of another tool such as an angle or the like always fast and absolutely accurate already at Apply or millimeter distance to the concrete. Furthermore, the fixing takes place in the set position, without running the risk that a displacement or tilting of the spacer element can take place before or during fixing. The handling of the stop, distance or spacer device is thereby significantly simplified and with much less time, the stop, distance or spacers can be precisely offset even by untrained personnel.
  • the fixation of the spacer rod, which is held in the fastener, by the wedge, which is taken between the connecting iron and the profile bar can be done without the fastener and the profile bar must be kept, that is, with one hand.
  • connection bars are 2 to 3 cm from the formwork
  • the spacer is usually always placed very eccentric in the mounting part, causing it to tilt and therefore must be held with one hand before driving. By laying on the ground or in immediate distance to the ground, this can not happen. The worker no longer needs to hold the spacer and always has a free hand. As a result, he can align with one hand and fix with the other the spacer or spacer on the connecting iron. This shortens the working hours significantly.
  • the spacer device comprises a spacer 3, consisting of a profile bar 5, for example a connecting iron, at the ends of end pieces 7 are fitted with a radius r.
  • the two flat outer surfaces 9 of the end pieces set the distance or the distance between two formwork panels, which are used for the creation of a wall of concrete.
  • the profile bar 5 is supported axially displaceably in a fastening element 11.
  • the fastening element 11 comprises two parallel side by side and connected by a base side parts 13 with V-shaped edges 12. In the region of the wider side, the substantially trapezoidal side parts 13 two aligned holes 14 are formed, through which the profile bar 5 is passed.
  • tabs 15 are formed on the two side parts 13 at the wider end and bent at a right angle to each other.
  • the two bent tabs 15 form a Impact surface 24 for driving the fastener 11 in a wedge member 17.
  • the wedge member 17 is placed around the connecting iron 1, which is poured into a concrete slab, and held with one hand.
  • the profile bar 5 is inserted together with the fastening element 11 from above into the wedge element 17 and then hammered with a tool, for example a hammer.
  • the end pieces 7 are at a distance of, for example, 10 cm from the concrete surface and their orientation to a mark 21 on the concrete surface is therefore difficult and, if you want to work exactly what is necessary, an additional tool, such as a metal angle, used to allow the registration.
  • an additional tool such as a metal angle, used to allow the registration.
  • FIG. 2 shown individual parts of the inventive arrangement of the spacer, stop or spacer device are those in FIG. 1 is very similar, but not identical in essential elements.
  • the fastening element 11 with the movable therein profile bar 5 has at its wide position A supports 23, the edges 25 have a same distance a to the axis of the profile bar 5 as the radius r of the end pieces. 7
  • the wedge member 17 has the same shape as in FIG FIG.
  • the wedge element 17 comprises a U-shaped base body 28 with trapezoidal legs 18, the two free longitudinal edges 20 inwardly, ie against each other, are bent over, such that they are at least two sides, in particular three sides guided fitting when pushing the wedge member 17 on the fastener 11 at its free edges.
  • the wedge element 17 has a plate side facing the bottom plate or ceiling plate 19 and an opposite side facing away from the bottom plate or top plate.
  • the plate side facing the bottom plate or ceiling plate 19 has the largest cross-sectional area in a normal plane to the center axis of the connecting iron 1.
  • the opposite striking side has the smallest cross-sectional area in a normal plane to the center axis of the connecting iron 1.
  • Each of the legs 18 each includes a side edge of the plate side and the impact side, wherein the plate side and the impact side forming the parallel side edges of the trapezoidal spanned by the leg.
  • the lateral boundary of the U-shaped base body forms a trapezoidal side edge, which are arranged at right angles to the side edges of the trapezoid of each of the legs 18 formed by the plate side and the impact side.
  • the last side edge is formed by each of the longitudinal edges 20. This side edge extends obliquely with respect to a base plane, which is spanned by the U-shaped base body, for example.
  • the angle of inclination that the Longitudinal edge plane with the base plane includes, is preferably between 10 and 45 °.
  • the angle of inclination of the longitudinal edges may correspond to the angle of inclination of the side parts 13 of the fastening element 11.
  • the wedge element 17 can not straighten up or spread when hit.
  • a striking surface 24
  • This base area is calculated according to Fig. 2 formed by the flip side.
  • FIG. 3 are the elements of the spacer, stop, or spacer device as they are in FIG. 2 are shown explosively, put together.
  • the edges 25 of the supports 23 rest on the concrete surface of the base plate or ceiling plate 19.
  • the end pieces 7 are also on the concrete surface, so that the spacer, stopper or spacer 3 can be aligned exactly and without the aid of an alignment tool on a marking line 27 on the concrete surface.
  • the alignment can be done without the aid of other adjustment.
  • the wedge element 17 is pushed onto the fastening element 11 from above. the end pieces 7 need not in contrast to the prior art embodiment being held.
  • the wedge member 17 with a tool, preferably a hammer, beaten in the direction of the arrow F down.
  • An optimum face 24 forms a protruding outwardly on the back of the wedge member 17 tab, which is not shown. Due to the direct support of the supports 23 on the concrete surface, that is on the bottom plate or ceiling plate 19, the fastener 11 can not move and the full clamping force is effective by the wedge member 17 on the connection between the fastener 11 and the connecting iron 1.
  • the profile bar 5 is guided axially with the end pieces 7 in a U-shaped fastening element 11. That is, the two side portions 13 of the fastener 11 each contain a bore 14. The distance a of the axis of the bore 14 in which the profile bar 5 is guided to the lower edge 29 of the U-shaped fastener 11 is slightly larger than the radius r End pieces 7. Now you put the distance, stop or spacer 3 on the surface of the building, in particular the bottom plate or Ceiling plate 19, from which the connecting iron 1 protrudes, so the end pieces or 7 can be aligned with millimeter precision on the attached to the concrete surface marking line 27.
  • the slots 33 of the two legs 35 extend at an acute angle to the tangential plane of the arcuate base portion 37 of the two legs 35, wherein the tangential plane extends in the vertical direction parallel to the center axis of the profile bar 5.
  • the arcuate base region 37 of the fastening element 11 encloses the connecting iron 1, so that the connecting iron 1 rests on the inside of the arcuate base region 37.
  • a wedge 31 as Wedge element 17 reaches a permanent connection between the profile bar 5 and connecting iron 1.
  • the wedge 31 is driven between the terminal iron 1 and the legs 35 in the space between the section bar 5 and the connecting iron 1 down.
  • the upper surface of the wedge 31 in this case forms a striking surface 24.
  • the distance a of the center axis of the profile bar 5 held in the slot 33 to the lower edge 29 is the same size as the radius r of the end piece or pieces 7. This prevents tilting of the spacer, stopper or spacer 3, which can rest on the ground.
  • the end pieces 7 are not loaded when driving, as no impact forces or weight forces on the end pieces 7 act.
  • the end pieces 7 may be formed in particular as end caps.
  • the end caps can contain a plastic or consist of plastic.
  • the sliding surfaces of the longitudinal edges 20 of the wedge member 17 are also profiled 41, such as sawtooth teeth, teeth, grooves, ribs, Randrierungen or knobs or with recesses for formed the engagement of the profilings.
  • the legs 18 may be formed conically on the wedge member 17 (see FIG. FIG. 7 ).
  • the conicity can, as in FIG. 6 represented over the entire length or height of the wedge member 17 or only over a partial length and / or also perpendicular to the longitudinal axis of the wedge member 17 instead of only to the longitudinal axis (not shown).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Gegenstand der vorliegenden Anmeldung ist ein Verfahren zum Setzen einer Abstand-, Anschlag- oder Distanzhaltervorrichtung gemäss dem Oberbegriff des Patentanspruchs 1. Gegenstand der Erfindung ist weiter eine Anschlag- und Distanzhaltervorrichtung für die Erstellung einer Schalung für eine Wand gemäss dem Oberbegriff des Patentanspruchs 4.The subject matter of the present invention is a method for setting a spacer, stop or spacer device according to the preamble of patent claim 1. The invention furthermore relates to a stop and spacer device for creating a formwork for a wall according to the preamble of patent claim 4.

Distanz-, Anschlag- und Abstandhaltervorrichtungen sind im Stand der Technik bekannt. Diese umfassen meistens ein Profileisen, z.B. ein Anschlusseisen, an dessen Enden Endkappen aufgesetzt sind, welches Profileisen die Distanz zwischen den beiden die Schalung bildenden Schalplatten festlegt. Das Profileisen wird von einem Halter axial geführt getragen. Zur Montage des Profileisens an einem aus einer Bodenplatte oder Deckenplatte herausragenden Anschlusseisen wird der Halter mit den daran befestigten Profileisen in ein um das Anschlusseisen gelegtes Aufnahmeteil gesteckt und durch Einschlagen mit letzterem und dem Anschlusseisen verbunden. Ein Beispiel für einen derartigen Distanzhalter findet sich in der EP 1 197 617 A1 . Um die genaue Distanz vom Anschlusseisen zu den beiden zu setzenden Schalplatten festlegen zu können, muss das Profileisen mit den Endkappen im Halteteil exakt auf die vorgegebene Markierung, die meist auf der Decken- oder Bodenplatte eingezeichnet ist, ausgerichtet werden. Da sich die Endkappen in einer Distanz von mehreren Zentimetern von der Oberfläche der Boden- oder Deckenplatte befinden, ist das exakte Ausrichten auf die Markierung mühsam, da einerseits das Profileisen mit den Endkappen mit der einen Hand gehalten und zum Ausrichten mit der anderen Hand zusätzlich ein Winkelelement oder dergleichen auf den Boden gestellt und das Profileisen ausgerichtet werden muss. Beim nachträglichen Einschlagen des Halteteils in den Aufnahmeteil kann das Profileisen kippen und/oder verschoben werden und damit die exakte Ausrichtung verloren gehen. Um diese Schwierigkeiten in der Montage und Ausrichtung des Profileisens mit den Endkappen zu vermeiden, wurde in der CH 687 471 A5 vorgeschlagen, den Anschlag- bzw. Distanzhalter nahe einer Austrittstelle des Armierungsanschlusseisens aus der Teilbaute zu befestigen, um eine möglichst hohe Querstabilität zu erreichen. Der Abstand zur Austrittsstelle hängt vom Durchmesser des Armierungsanschlusseisens ab und liegt beispielsweise in der Grössenordnung von 5 bis 10 cm. Zum Fixieren von Armierungsanschlusseisen und Anschlag- bzw. Distanzhalter in der Fassung wird ein Klemmkeil zwischen das Anschlusseisen und den Anschlag- bzw. Distanzhalter eingetrieben. Nachteilig an diese Lösung ist die Verwendung eines auf einer Baustelle ungeeigneten kleinen Keils, der leicht verloren gehen kann und insbesondere mit Handschuhen schlecht zu halten ist. Der Anschlag- bzw. Distanzhalter besteht aus drei Einzelteilen, die am Einsatzort zusammengestellt werden müssen. In der vorgenannten EP 1 197 617 A1 ist zwar der Distanzhalter im Keil selbst gehalten, sodass die Anzahl der Einzelteile auf zwei reduziert wird, aber dadurch, dass der Keil nur am Anschlusseisen flächenförmig anliegt, jedoch am Halteelement nur eine punktförmige oder linienförmige Berührung erfolgt, sodass ein sicherer Halt nicht gewährleistet werden kann. Insbesondere kann der Distanzhalter verrutschen, sodass die Wandschalung nicht mehr im korrekten Abstand positioniert werden kann.
Das Dokument EP 2 987 924 A1 zeigt einen Anschlaghalter für eine Wandschalung, der, wie in Fig. 1 dieser Anmeldung beschrieben, ein Befestigungselement aufweist, das zur Ausrichtung manuell gehalten werden muss. Zur Fixierung des Befestigungselements muss es mit einer Hand in das Keilelement gesteckt werden, während es mit der anderen Hand ausgerichtet wird und dann durch einen Hammerschlag auf das Keilelement in seiner Position gesichert werden. Damit das Befestigungselement in einer exzentrischen Lage nicht kippt, ist es erforderlich, das Befestigungselement bis zum Abschluss der Fixierung zu halten. Das heisst, die gleichzeitige Ausrichtung und Fixierung des Befestigungselements erfordert viel handwerkliches Geschick und entsprechend Zeit. Auch der Anschlaghalter gemäss WO97/36070 A1 oder der DE 44 39 959 A1 oder der WO2014/078969 A1 weist einen Distanzhalter mit denselben Nachteilen auf, wenn er positioniert und fixiert werden muss. Mit einer Hand wird der Distanzhalter in der gewünschten Lage gehalten, mit der anderen Hand wird ein Hammer geführt, mittels welchem das Keilelement, welches in einem als Befestigungsteil ausgebildeten Profilstück lose aufgenommen ist, eingeschlagen wird. Die DE 4439959 offenbart die Merkmale der einleitenden Teile der Ansprüche 1 und 4.Distance, stop and spacer devices are known in the art. These usually comprise a profile iron, for example a connection iron, at whose ends end caps are placed, which sets profile iron the distance between the two forming the formwork formwork panels. The profile iron is carried axially guided by a holder. For mounting of the profile iron on a protruding from a base plate or ceiling plate connecting iron of the holder is attached with the attached profile iron in a placed around the connection iron receiving part and connected by driving with the latter and the connecting iron. An example of one Such spacers can be found in the EP 1 197 617 A1 , In order to determine the exact distance from the connecting iron to the two to be set formwork panels, the profile iron must be aligned with the end caps in the holding part exactly to the predetermined mark, which is usually located on the ceiling or floor plate. Since the end caps are located at a distance of several centimeters from the surface of the floor or ceiling plate, the exact alignment with the mark is tedious, because on the one hand held the profile iron with the end caps with one hand and for aligning with the other hand in addition Angle element or the like placed on the ground and the profile iron must be aligned. When subsequently hitting the holding part in the receiving part, the profile iron can tilt and / or moved and thus lost the exact alignment. To avoid these difficulties in the assembly and alignment of the profile with the end caps, was in the CH 687 471 A5 proposed to attach the stop or spacer near an exit point of Armierungsanschlusseisens from the substructure to achieve the highest possible lateral stability. The distance to the exit point depends on the diameter of the Armierungsanschlusseisens and is for example of the order of 5 to 10 cm. For fixing armor connection iron and stop or spacer in the socket, a clamping wedge between the terminal iron and the stop or spacer is driven. A disadvantage of this solution is the use of an unsuitable on a construction site small wedge that can easily be lost and is difficult to keep especially with gloves. The stop or spacer consists of three parts that must be assembled at the site. In the aforementioned EP 1 197 617 A1 Although the spacer is held in the wedge itself, so that the number of items is reduced to two, but the fact that the wedge surface only abuts the terminal iron, but only a punctiform or linear contact occurs on the holding element, so that a secure hold can not be guaranteed , In particular, the spacer can slip, so that the wall formwork can not be positioned at the correct distance.
The document EP 2 987 924 A1 shows a stop bracket for a wall formwork, which, as in Fig. 1 described in this application, has a fastener that must be manually held for alignment. To fix the fastener, it must be inserted with one hand in the wedge element, while it is aligned with the other hand and then secured by a hammer blow on the wedge element in position. Thus, the fastener does not tilt in an eccentric position, it is necessary, the fastener to hold until the completion of the fixation. That is, the simultaneous alignment and fixation of the fastener requires a lot of manual skill and time. Also, the stop holder according to WO97 / 36070 A1 or the DE 44 39 959 A1 or the WO2014 / 078969 A1 has a spacer with the same drawbacks when it needs to be positioned and fixed. With one hand, the spacer is held in the desired position, with the other hand a hammer is guided, by means of which the wedge element, which is loosely received in a formed as a fastening piece profile piece, is taken. The DE 4439959 discloses the features of the introductory parts of claims 1 and 4.

Ausgehend von einem Abstandhalter gemäss der DE 4439959 ist die Aufgabe der Erfindung, die Schaffung eines Abstandhalters bei dem die Ausrichtung des Distanzhalters innerhalb kürzerer Zeit mit zumindest gleicher oder höherer Präzision zu ermöglichen.
Die Lösung der Aufgabe der vorliegenden Erfindung gemäß Anspruch 4 besteht darin, eine Abstand-, Anschlag- oder Distanzhaltervorrichtung mit einem Abstand-, Anschlag- oder Distanzhalter aus einem Befestigungselement oder einem Keilelement zu schaffen, welche es ermöglicht, den Abstand-, Anschlag- oder Distanzhalter direkt auf oder unmittelbar über der Oberfläche der Decken- oder Bodenplatte aufliegend anzuordnen und auf die Markierung zu legen oder auszurichten und anschliessend am Anschlusseisen zu fixieren, sodass der Abstand-, Anschlag- oder Distanzhalter weder kippen oder verschoben werden kann.
Ein Verfahren zum Setzen einer Abstand-, Anschlag- oder Distanzhaltervorrichtung für das Ausrichten einer Schalung für die Erstellung einer Wand aus Beton gemäß Anspruch 1, umfasst einen Abstand-, Anschlag- oder Distanzhalter enthaltend einen Profilstab mit mindestens an einem Ende angeordneten Endstück, ein Befestigungselement, in welchem der Profilstab anfänglich axial verschiebbar gehalten ist und ein Keilelement oder einen Keil. Der Abstand-, Anschlag- oder Distanzhalter ist an einem vertikal aus einer Decken- oder Bodenplatte einer Baute nach oben herausragenden Anschlusseisen befestigt und wird bezüglich einer Markierung ausgerichtet. Hierzu erfolgen die folgenden Verfahrensschritte wie im Anspruch 1 aufgeführt.Starting from a spacer according to the DE 4439959 It is the object of the invention to enable the provision of a spacer in which the alignment of the spacer within a shorter time with at least equal or higher precision.
The solution of the object of the present invention according to claim 4 is to provide a distance, stop or spacer device with a distance, stop or spacer from a fastener or a wedge element, which allows the distance, stop or Place spacers directly on or immediately above the surface of the ceiling or floor slab and place them on the marking or align them and then fix them to the connecting iron so that the distance, sling or spacers can not be tilted or moved.
A method for setting a spacer, stop or spacer device for aligning a formwork for creating a concrete wall according to claim 1, comprising a spacer, stop or spacer comprising a profile bar with at least one end disposed end piece, a fastener in which the profile bar is initially held axially displaceable and a wedge element or a wedge. The spacer, stop or spacer is attached to a vertically protruding from a top or bottom plate of a component AnschluĂźusisen and is aligned with respect to a mark. For this purpose, the following process steps as stated in claim 1.

Nach einem AusfĂĽhrungsbeispiel beim Auflegen des Anschlag-, Abstand- oder Distanzhalters das Befestigungselement an das Anschlusseisen dieses teilweise umschlingend angelegt werden. Insbesondere kann das Keilelement auf das am Anschlusseisen angeordnete Befestigungselement aufgeschoben und durch Nach-unten-Schlagen des Keilelements ĂĽber das Befestigungselement mit einem Werkzeug das gegenseitige Verklemmen des Profilstabsund des Anschlusseisens erfolgen.According to one embodiment, when placing the stopper, spacer or spacer, the fastener to the connecting iron this is partially wrapped entangling. In particular, the wedge element can be arranged on the fastening element arranged on the connection iron postponed and made by striking down the wedge member on the fastener with a tool mutual jamming of the profiled bar and the connecting iron.

Nach einem Ausführungsbeispiel kann das Keilelement auf dem Decken- oder Bodenplatte aufliegen. Hierdurch kann vermieden werden, dass ein einmal eingestellter Abstand des Profilstabs zu einer Markierung nicht mehr verändert wird, weil der Profilstab in den Bohrungen oder Schlitzen nicht verrutschen kann, da er stabil gelagert ist.
Nach einem AusfĂĽhrungsbeispiel kann das Keilelement in das Befestigungselement eingeschlagen werden.According to one embodiment, the wedge element can rest on the top or bottom plate. In this way it can be avoided that a once set distance of the profile bar is no longer changed to a mark, because the profile bar in the holes or slots can not slip, since it is stably stored.
According to one embodiment, the wedge element can be hammered into the fastener.

Eine Anschlag-, Abstand- oder Distanzhaltervorrichtung für die Erstellung einer Schalung für eine Wand aus Beton gemäß Anspruch 4, umfasst einen Distanz-, Anschlag- und Abstandhalter. Der Distanz-, Anschlag- und Abstandhalter enthält einen Profilstab, der mindestens ein an einem Ende angeordnetes Endstück aufweist, sowie ein Befestigungselement, in welchem der Profilstab anfänglich axial verschiebbar gehalten ist. Das Befestigungselement weist zwei beabstandet angeordnete Seitenteile auf. In den Seitenteilen ist der Profilstab in zwei Bohrungen oder Schlitzen axial verschiebbar eingesetzt. Ein Keilelement ist auf das Befestigungselement aufschiebbar. Die Achsen der Bohrungen oder die Mittenachse des in die Bohrungen oder Schlitze eingelegten Profilstabs in den Seitenteilen des Befestigungselements liegen in einem Abstand a zur unteren Kante der Seitenteile des Befestigungselements, welcher Abstand kleiner oder gleich gross ist wie der Radius r der Endstücke.A stop, distance or spacer device for creating a formwork for a concrete wall according to claim 4, comprising a spacer, stopper and spacer. The spacer, stop and spacer includes a profile bar having at least one end piece disposed at one end, and a fastener in which the profile bar initially axially displaceable is held. The fastening element has two spaced-apart side parts. In the side parts of the profile bar is inserted axially displaceable in two holes or slots. A wedge element can be pushed onto the fastening element. The axes of the holes or the center axis of the inserted into the holes or slots profile bar in the side panels of the fastener are at a distance a to the lower edge of the side parts of the fastener, which distance is less than or equal to the radius r of the end pieces.

Nach einem Ausführungsbeispiel sind die Kanten der Seitenteile als nach unten ragende Stützen ausgebildet. Das Keilelement weist insbesondere einen U-förmigen Querschnitt auf, dessen Schenkel trapezförmig ausgebildet sind. Die Kanten, das Keilelement und/oder die Endstücke können auf der Decken- oder Bodenplatte aufliegen. Insbesondere kann das Keilelement zwei freie Längskanten umfassen, die nach innen umgebogen sind, sodass sie eine Führung für die Kanten an den Seitenteilen des Befestigungselements bilden.According to one embodiment, the edges of the side parts are designed as downwardly projecting supports. The wedge element has in particular a U-shaped cross-section, whose legs are trapezoidal. The edges, the wedge element and / or the end pieces can rest on the top or bottom plate. In particular, the wedge member may include two free longitudinal edges which are bent inwardly to form a guide for the edges on the side members of the fastener.

Nach einem Ausführungsbeispiel kann an der die beiden Schenkel verbindenden Basis oder von den Schenkeln eine Schlagfläche ausgebildet sein.
Durch die Anordnung des Befestigungselements direkt auf der Oberfläche der Boden- oder Deckenplatte oder das Aufliegen der Stützen auf der Boden- oder Deckenplatte, kann die Justierung auf die vorgegebene Markierung ohne Zuhilfenahme eines weiteren Hilfsmittels wie eines Winkels oder dergleichen immer schnell und absolut exakt bereits beim Auflegen oder in Millimeter-Distanz auf den Beton erfolgen. Im Weiteren erfolgt das Fixieren in der eingestellten Lage, ohne Gefahr zu laufen, dass eine Verschiebung oder ein Wegkippen des Distanzelements vor oder beim Fixieren erfolgen kann. Die Handhabung der Anschlag-, Abstand- oder Distanzhaltervorrichtung wird dadurch wesentlich vereinfacht und mit wesentlich geringerem Zeitaufwand können die Anschlag-, Abstand- oder Distanzhalter auch durch ungeübtes Personal präzise versetzt werden.
In einer weiteren vorteilhaften Ausgestaltung der Erfindung erfolgt die Fixierung des Distanzstabes, der im Befestigungselement gehalten ist, durch den Keil, welcher zwischen dem Anschlusseisen und dem Profilstab eingeschlagen wird. Das Einschlagen kann erfolgen, ohne dass dabei das Befestigungselement und der Profilstab gehalten werden müssen, das heisst einhändig.According to one embodiment may be formed on the two legs connecting base or of the legs a club face.
Due to the arrangement of the fastener directly on the surface of the floor or ceiling plate or the rest of the supports on the floor or ceiling plate, the adjustment to the predetermined mark without the aid of another tool such as an angle or the like always fast and absolutely accurate already at Apply or millimeter distance to the concrete. Furthermore, the fixing takes place in the set position, without running the risk that a displacement or tilting of the spacer element can take place before or during fixing. The handling of the stop, distance or spacer device is thereby significantly simplified and with much less time, the stop, distance or spacers can be precisely offset even by untrained personnel.
In a further advantageous embodiment of the invention, the fixation of the spacer rod, which is held in the fastener, by the wedge, which is taken between the connecting iron and the profile bar. The wrapping can be done without the fastener and the profile bar must be kept, that is, with one hand.

Da die Anschlusseisen 2 bis 3 cm von der Schalung entfernt stehen, ist der Distanzhalter in der Regel immer sehr exzentrisch in den Befestigungsteil eingelegt, wodurch er kippt und demzufolge mit einer Hand vor dem Einschlagen gehalten werden muss. Durch das Auflegen auf den Boden oder in unmittelbarem Abstand zum Boden kann dies nicht mehr geschehen. Der Arbeiter braucht den Distanzhalter nicht mehr zu halten und hat immer eine freie Hand. Dadurch kann er mit einer Hand ausrichten und mit der anderen den Distanz- oder Abstandhalter am Anschlusseisen fixieren. Hierdurch verkĂĽrzt sich die Arbeitszeit wesentlich.Since the connection bars are 2 to 3 cm from the formwork, the spacer is usually always placed very eccentric in the mounting part, causing it to tilt and therefore must be held with one hand before driving. By laying on the ground or in immediate distance to the ground, this can not happen. The worker no longer needs to hold the spacer and always has a free hand. As a result, he can align with one hand and fix with the other the spacer or spacer on the connecting iron. This shortens the working hours significantly.

Ein weiterer Vorteil gegenüber dem Stand der Technik besteht darin, dass der Abstand-, Anschlag- oder Distanzhalter unmittelbar oder im Abstand von wenigen Millimetern auf die Betonoberfläche zu liegen kommt, wodurch ein Verschieben beim Anschlagen einer schweren Schalungsplatte an dem Halter kein Verbiegen des Anschlusseisens, an dem er befestigt ist, verursacht. Anhand eines illustrierten Ausführungsbeispiels wird die Erfindung näher erläutert. Es zeigen:

Figur 1
eine perspektivische Darstellung einer herkömmlichen Abstand-, Anschlag- oder Distanzhaltervorrichtung,
Figur 2
eine perspektivische Darstellung der Einzelteile der erfindungsgemässen Abstand-, Anschlag- oder Distanzhaltervorrichtung,
Figur 3
eine perspektivische Darstellung der erfindungsgemässen Abstand-, Anschlag- oder Distanzhaltervorrichtung, angebracht an einem Anschlusseisen auf einer Betonplatte
Figur 4
eine perspektivische Darstellung einer nicht erfindungsgemäßen Ausführungsform der Distanzhaltervorrichtung mit einem Keil,
Figur 5
eine weitere Ausgestaltung der Distanzhaltervorrichtung mit einem in Schlitze einlegbaren Profilstab und einem Keil,
Figur 6
eine perspektivische Ansicht der Vorrichtungselemente und
Figur 7
eine Seitenansicht des Keilelements.
Another advantage over the prior art is that the spacer, stop or spacer comes to lie directly or at a distance of a few millimeters on the concrete surface, whereby a displacement when striking a heavy formwork panel to the holder no bending of the connecting iron, to which it is attached causes. Reference to an illustrated embodiment, the invention is explained in detail. Show it:
FIG. 1
a perspective view of a conventional distance, stop or spacer device,
FIG. 2
a perspective view of the individual parts of the inventive distance, stop or spacer device,
FIG. 3
a perspective view of the inventive distance, stop or spacer device attached to a connecting iron on a concrete slab
FIG. 4
3 is a perspective view of a non-inventive embodiment of the spacer device with a wedge,
FIG. 5
a further embodiment of the spacer device with a in Slots insertable profile bar and a wedge,
FIG. 6
a perspective view of the device elements and
FIG. 7
a side view of the wedge element.

Die in Figur 1 dargestellte aus der unveröffentlichten Schweizer Patentanmeldung Nr. 1597/14 bekannte Distanzhaltervorrichtung ist an einem Anschlusseisen 1 befestigt. Die Distanzhaltervorrichtung umfasst einen Distanzhalter 3, bestehend aus einem Profilstab 5, zum Beispiel einem Anschlusseisen, an dessen Enden Endstücke 7 mit einem Radius r aufgesteckt sind. Die beiden ebenen Aussenflächen 9 der Endstücke legen die Distanz bzw. den Abstand zwischen zwei Schalungsplatten, welche für die Erstellung einer Wand aus Beton dienen, fest. Der Profilstab 5 ist in einem Befestigungselement 11 axial verschiebbar getragen. Das Befestigungselement 11 umfasst zwei parallel nebeneinander und durch eine Basis verbundene Seitenteile 13 mit V-förmig verlaufenden Kanten 12. Im Bereich der breiteren Seite, der im Wesentlichen trapezförmigen Seitenteile 13 sind zwei fluchtende Bohrungen 14 ausgebildet, durch welche der Profilstab 5 hindurchgeführt ist. Weiter sind an den beiden Seitenteilen 13 an deren breiteren Ende Laschen 15 ausgebildet und in einem rechten Winkel gegeneinander umgebogen. Die beiden umgebogenen Laschen 15 bilden eine Schlagfläche 24 zum Einschlagen des Befestigungselements 11 in ein Keilelement 17. Um die beiden Teile zu verbinden, wird das Keilelement 17 um das Anschlusseisen 1, welches in einer Betonplatte eingegossen ist, gelegt und mit der einen Hand festgehalten. Mit der zweiten Hand wird der Profilstab 5 zusammen mit dem Befestigungselement 11 von oben in das Keilelement 17 gesteckt und danach mit einem Werkzeug, zum Beispiel einem Hammer, eingeschlagen. Dabei liegen die Endstücke 7 in einem Abstand von beispielsweise 10 cm von der Betonoberfläche und deren Ausrichtung auf eine Markierung 21 auf der Betonoberfläche ist daher schwierig und, wenn man genau arbeiten will, was notwendig ist, muss ein zusätzliches Werkzeug, zum Beispiel ein Metallwinkel, benutzt werden, um die Ausrichtung zu erlauben.
Die in Figur 2 dargestellten Einzelteile der erfindungsgemässen Anordnung der Abstand-, Anschlag- oder Distanzhaltervorrichtung sind derjenigen, die in Figur 1 dargestellt ist sehr ähnlich, jedoch in wesentlichen Elementen nicht identisch. Das Befestigungselement 11 mit dem darin verschiebbaren Profilstab 5 weist an seiner breiten Stelle A Stützen 23 auf, deren Kanten 25 einen gleichen Abstand a zur Achse des Profilstabs 5 aufweisen wie der Radius r der Endstücke 7.
Das Keilelement 17 hat die gleiche Gestalt wie in Figur 1. Das Keilelement 17 umfasst einen U-förmigen Basiskörper 28 mit trapezförmigen Schenkeln 18, deren zwei freie Längskanten 20 nach innen, d.h. gegeneinander, umgebogen sind, derart, dass diese beim Aufschieben des Keilelements 17 auf das Befestigungselement 11 an dessen freien Kanten zumindest zweiseitig, insbesondere dreiseitig anliegend geführt sind. Das Keilelement 17 weist eine der Bodenplatte oder Deckenplatte 19 zugewendete Plattenseite und eine gegenüberliegende, von der Bodenplatte oder Deckenplatte abgewendete Schlagseite auf. Die der Bodenplatte oder Deckenplatte 19 zugewendete Plattenseite weist die grösste Querschnittsfläche in einer Normalebene zur Mittenachse des Anschlusseisens 1 auf. Die gegenüberliegende Schlagseite weist die kleinste Querschnittsfläche in einer Normalebene zur Mittenachse des Anschlusseisens 1 auf. Jeder der Schenkel 18 enthält je eine Seitenkante der Plattenseite und der Schlagseite, wobei die Plattenseite und die Schlagseite die parallelen Seitenkanten des durch den Schenkel aufgespannten Trapezes ausbilden. Die seitliche Begrenzung des u-förmigen Basiskörpers bildet eine Trapezseitenkante aus, die in rechtem Winkel zu der durch die Plattenseite und die Schlagseite ausgebildeten Seitenkanten des Trapezes jedes der Schenkel 18 angeordnet sind. Die letzte Seitenkante wird durch jede der Längskanten 20 ausgebildet. Diese Seitenkante verläuft schräg in Bezug auf eine Basisebene, die beispielsweise durch den u-förmigen Basiskörper aufgespannt wird. Der Neigungswinkel, den die Längskantenebene mit der Basisebene einschliesst, beträgt vorzugsweise zwischen 10 und 45°. Insbesondere kann der Neigungswinkel der Längskanten dem Neigungswinkel der Seitenteile 13 des Befestigungselements 11 entsprechen. Dadurch kann sich das Keilelement 17 beim Aufschlagen nicht aufrichten oder spreizen.
An der Basisfläche der beiden Schenkel (18) kann weiter eine Schlagfläche (24) ausgebildet sein. Diese Basisfläche wird gemäss Fig. 2 von der Schlagseite ausgebildet.
In Figur 3 sind die Elemente der Abstand-, Anschlag-, oder Distanzhaltervorrichtung, wie sie in Figur 2 explosionsartig dargestellt sind, zusammengefügt. In Gebrauchsstellung liegen dabei die Kanten 25 der Stützen 23 satt auf der Betonoberfläche der Bodenplatte oder Deckenplatte 19 auf. Die Endstücke 7 liegen ebenfalls auf der Betonoberfläche auf, so dass der Distanz-, Anschlag- oder Abstandhalter 3 exakt und ohne Zuhilfenahme eines Ausrichtwerkzeugs auf eine Markierungslinie 27 auf der Betonoberfläche ausgerichtet werden kann. Das Ausrichten kann ohne Zuhilfenahme weiterer Justiermittel erfolgen. Sobald die Endstücke 7 auf die Markierungslinie 27 ausgerichtet sind, wird von oben das Keilelement 17 auf das Befestigungselement 11 aufgeschoben. die Endstücke 7 müssen im Gegensatz zur vorbekannten Ausführungsform nicht gehalten werden. Dabei wird das Befestigungselement 11 bzw. der Profilstab 5, welcher das Befestigungselement 11 durchdringt, an das Anschlusseisen 1 angedrückt. Zur endgültigen Fixierung der Vorrichtung auf dem Anschlusseisen 1 wird das Keilelement 17 mit einem Werkzeug, vorzugsweise einem Hammer, in Richtung des Pfeiles F nach unten geschlagen. Eine optimale Schlagfläche 24 bildet dabei eine am Rücken des Keilelements 17 nach aussen abstehende Lasche, die nicht dargestellt ist. Durch die unmittelbare Auflage der Stützen 23 auf der Betonoberfläche, das heisst auf der Bodenplatte oder Deckenplatte 19, kann das Befestigungselement 11 sich nicht bewegen und die volle Klemmkraft wird durch das Keilelement 17 auf die Verbindung zwischen dem Befestigungselement 11 und dem Anschlusseisen 1 wirksam.In the FIG. 1 represented by the unpublished Swiss patent application no. 1597/14 known spacer device is attached to a connecting iron 1. The spacer device comprises a spacer 3, consisting of a profile bar 5, for example a connecting iron, at the ends of end pieces 7 are fitted with a radius r. The two flat outer surfaces 9 of the end pieces set the distance or the distance between two formwork panels, which are used for the creation of a wall of concrete. The profile bar 5 is supported axially displaceably in a fastening element 11. The fastening element 11 comprises two parallel side by side and connected by a base side parts 13 with V-shaped edges 12. In the region of the wider side, the substantially trapezoidal side parts 13 two aligned holes 14 are formed, through which the profile bar 5 is passed. Next tabs 15 are formed on the two side parts 13 at the wider end and bent at a right angle to each other. The two bent tabs 15 form a Impact surface 24 for driving the fastener 11 in a wedge member 17. To connect the two parts, the wedge member 17 is placed around the connecting iron 1, which is poured into a concrete slab, and held with one hand. With the second hand, the profile bar 5 is inserted together with the fastening element 11 from above into the wedge element 17 and then hammered with a tool, for example a hammer. The end pieces 7 are at a distance of, for example, 10 cm from the concrete surface and their orientation to a mark 21 on the concrete surface is therefore difficult and, if you want to work exactly what is necessary, an additional tool, such as a metal angle, used to allow the registration.
In the FIG. 2 shown individual parts of the inventive arrangement of the spacer, stop or spacer device are those in FIG. 1 is very similar, but not identical in essential elements. The fastening element 11 with the movable therein profile bar 5 has at its wide position A supports 23, the edges 25 have a same distance a to the axis of the profile bar 5 as the radius r of the end pieces. 7
The wedge member 17 has the same shape as in FIG FIG. 1 , The wedge element 17 comprises a U-shaped base body 28 with trapezoidal legs 18, the two free longitudinal edges 20 inwardly, ie against each other, are bent over, such that they are at least two sides, in particular three sides guided fitting when pushing the wedge member 17 on the fastener 11 at its free edges. The wedge element 17 has a plate side facing the bottom plate or ceiling plate 19 and an opposite side facing away from the bottom plate or top plate. The plate side facing the bottom plate or ceiling plate 19 has the largest cross-sectional area in a normal plane to the center axis of the connecting iron 1. The opposite striking side has the smallest cross-sectional area in a normal plane to the center axis of the connecting iron 1. Each of the legs 18 each includes a side edge of the plate side and the impact side, wherein the plate side and the impact side forming the parallel side edges of the trapezoidal spanned by the leg. The lateral boundary of the U-shaped base body forms a trapezoidal side edge, which are arranged at right angles to the side edges of the trapezoid of each of the legs 18 formed by the plate side and the impact side. The last side edge is formed by each of the longitudinal edges 20. This side edge extends obliquely with respect to a base plane, which is spanned by the U-shaped base body, for example. The angle of inclination that the Longitudinal edge plane with the base plane includes, is preferably between 10 and 45 °. In particular, the angle of inclination of the longitudinal edges may correspond to the angle of inclination of the side parts 13 of the fastening element 11. As a result, the wedge element 17 can not straighten up or spread when hit.
At the base surface of the two legs (18) may further be formed a striking surface (24). This base area is calculated according to Fig. 2 formed by the flip side.
In FIG. 3 are the elements of the spacer, stop, or spacer device as they are in FIG. 2 are shown explosively, put together. In the position of use, the edges 25 of the supports 23 rest on the concrete surface of the base plate or ceiling plate 19. The end pieces 7 are also on the concrete surface, so that the spacer, stopper or spacer 3 can be aligned exactly and without the aid of an alignment tool on a marking line 27 on the concrete surface. The alignment can be done without the aid of other adjustment. As soon as the end pieces 7 are aligned with the marking line 27, the wedge element 17 is pushed onto the fastening element 11 from above. the end pieces 7 need not in contrast to the prior art embodiment being held. In this case, the fastening element 11 or the profile bar 5, which penetrates the fastening element 11, pressed against the connecting iron 1. For final fixation of the device on the connecting iron 1, the wedge member 17 with a tool, preferably a hammer, beaten in the direction of the arrow F down. An optimum face 24 forms a protruding outwardly on the back of the wedge member 17 tab, which is not shown. Due to the direct support of the supports 23 on the concrete surface, that is on the bottom plate or ceiling plate 19, the fastener 11 can not move and the full clamping force is effective by the wedge member 17 on the connection between the fastener 11 and the connecting iron 1.

In einer nicht erfindungsgemäßen Ausgestaltung gemäss Figur 4 ist der Profilstab 5 mit den Endstücken 7 in einem U-förmigen Befestigungselement 11 axial geführt. Das heisst, die beiden Seitenteile 13 des Befestigungselements 11 enthalten je eine Bohrung 14. Der Abstand a der Achse der Bohrung 14, in welcher der Profilstab 5 geführt ist, zur Unterkante 29 des U-förmigen Befestigungselements 11 ist etwas grösser als der Radius r der Endstücke 7. Legt man nun den Abstands-, Anschlag- oder Distanzhalter 3 auf die Oberfläche der Baute, insbesondere der Bodenplatte oder Deckenplatte 19, aus der das Anschlusseisen 1 herausragt, so können das oder die Endstücke 7 millimetergenau auf die auf der Betonoberfläche angebrachten Markierungslinie 27 ausgerichtet werden. Zur Fixierung des Distanz-, Anschlag- oder Abstandhalters 3 benötigt man nur noch einen Keil 31 als Keilelement 17, der mit einem Hammer zwischen das Anschlusseisen 1 und den Profilstab 5 eingeschlagen werden muss. Durch die direkte Auflage des U-förmigen Befestigungselements 11 auf der Betonoberfläche 19 erfolgt beim Einschlagen des Keils 31 unmittelbar eine in den meisten Fällen unlösbare Verbindung zwischen Anschlusseisen 1 und Profilstab 5.
In der weiteren Ausgestaltung der Erfindung gemäss Figur 5 ist das U-förmige Befestigungselement 11 nicht in einer Bohrung 14, sondern in einem Schlitz 33 eingelegt, der in jedem der beiden Schenkel 35 des U-förmigen Befestigungselements 11 angeordnet ist. Die Schlitze 33 der beiden Schenkel 35 verlaufen in einem spitzen Winkel zur Tangentialebene des bogenförmigen Grundbereichs 37 der beiden Schenkel 35, wobei die Tangentialebene sich in vertikaler Richtung parallel zur Mittenachse des Profilstabs 5 erstreckt. Der bogenförmige Grundbereich 37 des Befestigungselements 11 umschliesst das Anschlusseisen 1, sodass das Anschlusseisen 1 auf der Innenseite des bogenförmigen Grundbereichs 37 anliegt. Auch in dieser Ausgestaltung der Erfindung wird mit einem Keil 31 als Keilelement 17 eine unlösbare Verbindung zwischen Profilstab 5 und Anschlusseisen 1 erreicht. Der Keil 31 wird zwischen das Anschlusseisen 1 und die Schenkel 35 in den Zwischenraum zwischen dem Profilstab 5 und dem Anschlusseisen 1 nach unten getrieben. Die obere Fläche des Keils 31 bildet hierbei eine Schlagfläche 24 aus. Wiederum ist der Abstand a der Mittenachse des im Schlitz 33 gehaltenen Profilstabs 5 zur Unterkante 29 gleich gross wie der Radius r des oder der Endstücke 7. Dies verhindert das Kippen des Distanz-, Anschlag- oder Abstandhalters 3, der auf dem Boden aufliegen kann. Die Endstücke 7 werden beim Einschlagen nicht belastet, da keine Stosskräfte oder Gewichtskräfte auf die Endstücke 7 wirken. Die Endstücke 7 können insbesondere als Endkappen ausgebildet sein. Die Endkappen können einen Kunststoff enthalten oder aus Kunststoff bestehen.In a non-inventive embodiment according to FIG. 4 the profile bar 5 is guided axially with the end pieces 7 in a U-shaped fastening element 11. That is, the two side portions 13 of the fastener 11 each contain a bore 14. The distance a of the axis of the bore 14 in which the profile bar 5 is guided to the lower edge 29 of the U-shaped fastener 11 is slightly larger than the radius r End pieces 7. Now you put the distance, stop or spacer 3 on the surface of the building, in particular the bottom plate or Ceiling plate 19, from which the connecting iron 1 protrudes, so the end pieces or 7 can be aligned with millimeter precision on the attached to the concrete surface marking line 27. To fix the spacer, stopper or spacer 3 you only need a wedge 31 as a wedge element 17, which must be taken with a hammer between the connecting iron 1 and the profile bar 5. Due to the direct support of the U-shaped fastening element 11 on the concrete surface 19 takes place when hitting the wedge 31 directly in most cases unsolvable connection between the connection bars 1 and 5 profile bar.
In the further embodiment of the invention according to FIG. 5 the U-shaped fastening element 11 is not inserted in a bore 14, but in a slot 33 which is arranged in each of the two legs 35 of the U-shaped fastening element 11. The slots 33 of the two legs 35 extend at an acute angle to the tangential plane of the arcuate base portion 37 of the two legs 35, wherein the tangential plane extends in the vertical direction parallel to the center axis of the profile bar 5. The arcuate base region 37 of the fastening element 11 encloses the connecting iron 1, so that the connecting iron 1 rests on the inside of the arcuate base region 37. Also in this embodiment of the invention is with a wedge 31 as Wedge element 17 reaches a permanent connection between the profile bar 5 and connecting iron 1. The wedge 31 is driven between the terminal iron 1 and the legs 35 in the space between the section bar 5 and the connecting iron 1 down. The upper surface of the wedge 31 in this case forms a striking surface 24. Again, the distance a of the center axis of the profile bar 5 held in the slot 33 to the lower edge 29 is the same size as the radius r of the end piece or pieces 7. This prevents tilting of the spacer, stopper or spacer 3, which can rest on the ground. The end pieces 7 are not loaded when driving, as no impact forces or weight forces on the end pieces 7 act. The end pieces 7 may be formed in particular as end caps. The end caps can contain a plastic or consist of plastic.

Beim Setzen eines Anschlaghalters, der nur einseitig von einem Anschlusseisen 1 den Abstand zur Schalung festlegt, weist der Profilstab 5 nur einseitig ein EndstĂĽck 7 auf.When setting a stop holder, which determines the distance to the formwork only on one side of a connecting iron 1, the profile bar 5 only on one side an end piece 7.

In der weiteren Ausgestaltung der Erfindung gemäss den Figuren 6 oder 7 ist an den Kanten 12 der Schenkel 13 des Befestigungselements 11 eine Profilierung beispielsweise als Sägezahnverzahnung 41 ausgebildet, deren Zahnspitzen nach oben gerichtet sind (vergl. auch Figur 7). Alternativ kann an die Stelle einer Sägezahnverzahnung 41 eine Randrierung, gebildet durch Rillen in den Kanten 12 ausgebildet sein, oder es können Noppen 43 auf den Kanten 12 ausgebildet sein. Derartige Noppen sind in Figur 7, linke Seite, sichtbar. Zähne, Rippen, Rillen oder eine Randrierung sind in Figur 7 auf der rechten Seite gezeigt. Als Gegenstücke zu den Profilierungen, wie beispielsweise Sägezahnverzahnungen, Zähne, Rillen, Rippen, Randrierungen oder Noppen sind die Gleitflächen der Längskanten 20 des Keilelements 17 ebenfalls mit Profilierungen 41, wie beispielweise Sägezahnverzahnungen, Zähne, Rillen, Rippen, Randrierungen oder Noppen oder mit Ausnehmungen für den Eingriff der Profilierungen ausgebildet. Alternativ oder zusätzlich zur ersten Ausführungsform oder der zweiten Ausführungsform mit Profilierungen können die Schenkel 18 am Keilelement 17 konisch verlaufend ausgebildet sein (vergl. Figur 7). Die Konizität kann, wie in Figur 6 dargestellt, über die gesamte Länge oder Höhe des Keilelements 17 erfolgen oder nur über eine Teillänge und/oder zudem auch rechtwinklig zur Längsachse des Keilelements 17 statt nur zur Längsachse (keine Abbildung).In the further embodiment of the invention according to the FIGS. 6 or 7 is at the edges 12 of the legs 13 of the fastener 11 is a profiling, for example, formed as Sägezahnverzahnung 41, the tooth tips are directed upward (see also FIG. 7 ). Alternatively, instead of a sawtooth toothing 41, an edge formation formed by grooves in the edges 12 may be formed, or studs 43 may be formed on the edges 12. Such pimples are in FIG. 7 , left side, visible. Teeth, ribs, grooves or a bordering are in FIG. 7 shown on the right. As counterparts to the profiles, such as saw teeth, teeth, grooves, ribs, Randrierungen or studs, the sliding surfaces of the longitudinal edges 20 of the wedge member 17 are also profiled 41, such as sawtooth teeth, teeth, grooves, ribs, Randrierungen or knobs or with recesses for formed the engagement of the profilings. Alternatively or in addition to the first embodiment or the second Embodiment with profiles, the legs 18 may be formed conically on the wedge member 17 (see FIG. FIG. 7 ). The conicity can, as in FIG. 6 represented over the entire length or height of the wedge member 17 or only over a partial length and / or also perpendicular to the longitudinal axis of the wedge member 17 instead of only to the longitudinal axis (not shown).

Claims (10)

  1. A method for setting a spacer, limit stop piece or distance piece device for aligning formwork to produce a concrete wall, comprising a spacer, limit stop piece or distance piece (3) including a profile rod (5) with an end piece (7) arranged at at least one end, a fastening element (11), in which the profile rod (5) is held initially in an axially displaceable manner and a wedge element (17) or a wedge (31), in which method the spacer, limit stop piece or distance piece (3) is fastened to a connecting bar (1) projecting vertically upwards from a ceiling or floor plate (19) of a construction and oriented relative to a mark, having the following method steps:
    a) placing of the limit stop piece, spacer or distance piece (3) onto the ceiling or floor plate (19) on the connecting bar (1), characterized by
    b) subsequent aligning of the end piece (7) on the profile rod (5), which rests directly on the ceiling plate or the surface of the floor plate (19), with the predetermined mark on the ceiling and floor plate (19) and subsequent fixing of the limit stop piece, spacer or distance piece (3) on the connecting bar (1) with the wedge element (17).
  2. The method according to Claim 1, characterized in that the wedge element (17) is pushed onto the fastening element (11) arranged on the connecting bar (1) and the wedge element (17) is driven down over the fastening element (11) with a tool, resulting in clamping together of the profile rod (5) and the connecting bar (1).
  3. The method according to one of Claims 1 or 2, characterized in that the wedge element (17) is driven into the fastening element (11).
  4. A limit stop piece, spacer or distance piece device for producing formwork for a concrete wall, comprising a distance piece, limit stop piece and spacer (3), wherein the distance piece, limit stop piece and spacer (3) includes a profile rod (5) which comprises
    - at least one end piece (7) arranged at one end, and
    - a fastening element (11), in which the profile rod (5) is held initially axially displaceably, wherein the fastening element (11) includes
    - two side parts (13) arranged spaced from one another, in which side parts (13) the profile rod (5) is inserted axially displaceably into two bores (14) or slots (33) and which side parts each comprise a lower edge pointing towards the ceiling or floor plate in an installation position in which the spacer, limit stop piece or distance piece is fastened to a connecting bar projecting vertically upwards from a ceiling or floor plate of a construction and aligned relative to a mark, and
    - a wedge element (17) which can be pushed onto the fastening element (11) and with which the spacer, limit stop piece or distance piece may be fixed to the connecting bar in the installation position, wherein the axes of the bores (14) or the centre axis of the profile rod (5) inserted into the bores (14) or slots (33) lies in the side parts (13, 35) of the fastening element (11) at a distance (a) from the lower edge (25, 29) of the side parts (13, 35),
    characterized in that
    the distance (a) is less than or equal to the radius r of the end piece (7).
  5. The limit stop piece, spacer or distance piece device according to Claim 4, characterized in that the edges (25, 29) of the side parts (13, 35) are configured as downwardly projecting supports (23).
  6. The limit stop piece, spacer or distance piece device according to one of Claims 4 or 5, characterized in that the wedge element (17) has a U-shaped cross-section, including two legs (18) and a base joining the two legs (18).
  7. The limit stop piece, spacer or distance piece device according to Claim 6, characterized in that the legs (18) are trapezoidal in shape.
  8. The limit stop piece, spacer or distance piece device according to any one of Claims 4 to 7, characterized in that the wedge element (17) comprises two free longitudinal edges (20) which are bent round inwards such that they form a guide for the edges (12) on the side parts (13) of the fastening element (11).
  9. The limit stop piece, spacer or distance piece device according to Claim 8, characterized in that the longitudinal edges (20) and/or the side parts (13) have profiling.
  10. The limit stop piece, spacer or distance piece device according to Claim 6 and alternatively also according to any one of Claims 7 to 9, characterized in that a striking surface (24) is formed on the base joining the two legs (18) or by the legs (18).
EP15197178.5A 2014-12-02 2015-12-01 Method of setting a spacing, stop or distance holder device and a spacing, stop or distance holder device Active EP3029219B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH01854/14A CH710499A2 (en) 2014-12-02 2014-12-02 Method of setting a Spacer, stop or spacer device and a Spacer, stop or spacer.

Publications (2)

Publication Number Publication Date
EP3029219A1 EP3029219A1 (en) 2016-06-08
EP3029219B1 true EP3029219B1 (en) 2019-02-13

Family

ID=54843609

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15197178.5A Active EP3029219B1 (en) 2014-12-02 2015-12-01 Method of setting a spacing, stop or distance holder device and a spacing, stop or distance holder device

Country Status (2)

Country Link
EP (1) EP3029219B1 (en)
CH (1) CH710499A2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111996917B (en) * 2020-08-26 2021-10-22 山东交通学院 Use method of hinge joint reinforcing steel bar adjusting device between prefabricated hollow plate beams

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH159714A (en) 1931-12-11 1933-01-31 Boninchi Joseph Watch dust cover crown.
CH687471C2 (en) 1994-03-09 2004-08-13 Maegert Bautechnik Ag Procedure for setting a stop or spacer.
DE59712375D1 (en) * 1996-03-22 2005-08-25 Giulio Albanese Device for fastening a spacer to a connecting iron
CH695905A5 (en) * 2001-11-19 2006-10-13 System Albanese Distance and spacers.
CH707266A2 (en) * 2012-11-22 2014-05-30 Pino Albanese Support holder for formwork.
CH710039A2 (en) * 2014-08-18 2016-02-29 Pino Albanese Support holder for wall formwork.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3029219A1 (en) 2016-06-08
CH710499A2 (en) 2016-06-15

Similar Documents

Publication Publication Date Title
DE803433C (en) Extendable formwork support for concrete ceilings or the like.
EP3384108B1 (en) Formwork part and ceiling formwork comprising such a formwork part
EP3012387B1 (en) Fixing device for posts
EP2987924B1 (en) Stop element holder for wall formwork
EP0439716A1 (en) Anchor for attaching facade plates on a wall
EP3712354B1 (en) Formwork stage
EP3029219B1 (en) Method of setting a spacing, stop or distance holder device and a spacing, stop or distance holder device
EP2910829A1 (en) Pipe clamp element for a pipe support and pipe support
EP3358105A1 (en) Method for connecting a spacing element with a connecting iron, a wedge, a spacing and stop holder arrangement and a holder
AT413722B (en) SPACER
DE102016124988B4 (en) Hardware and method for installing decking
AT521074A2 (en) Abschalwinkel and an extension element for a Abschalwinkel
EP3636848B1 (en) Wedge element, spacer comprising at least one such wedge element, positioning device comprising such a spacer and method for positioning wall formwork
DE29907609U1 (en) Formwork system
EP3786391B1 (en) Retaining device for detachably fixing to a building roof and anti-fall device comprising such a holding device
DE10200251A1 (en) Shuttering fastening system for use in construction of poured concrete building has rails on inside surfaces of shuttering panels accommodating sliders with hooks for bent ends of spacer rods
AT413723B (en) SPACER KEIL
EP4361376A1 (en) Pipe bracket for fixing at least one pipe and method for producing the pipe bracket
CH710002A2 (en) Support holder for wall formwork.
DE1907715A1 (en) Formwork frame for the production of recesses in concrete walls or the like., In particular for door and window openings
DE4016646C2 (en)
CH685062A5 (en) Holder for wall formwork.
DE102010019264A1 (en) clamping device
DE29608038U1 (en) Face formwork for a concrete ceiling
CH683442A5 (en) Holder for wall formwork.

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20161201

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20170302

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20180629

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAL Information related to payment of fee for publishing/printing deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR3

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTC Intention to grant announced (deleted)
INTG Intention to grant announced

Effective date: 20181024

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM 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: AT

Ref legal event code: REF

Ref document number: 1096323

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190215

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: 502015007937

Country of ref document: DE

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20190213

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: 20190213

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: 20190613

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: 20190213

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: 20190213

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: 20190213

Ref country code: NO

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: 20190513

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

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: 20190514

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: 20190613

Ref country code: RS

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: 20190213

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: 20190513

Ref country code: LV

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: 20190213

Ref country code: HR

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: 20190213

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

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: 20190213

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: 20190213

Ref country code: AL

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: 20190213

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: 20190213

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: 20190213

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: 20190213

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: 20190213

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: 20190213

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502015007937

Country of ref document: DE

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

Ref country code: SM

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: 20190213

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: 20190213

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

26N No opposition filed

Effective date: 20191114

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

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: 20190213

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: 20190213

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20191231

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: 20190213

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

Effective date: 20191201

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: 20191231

Ref country code: LU

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

Effective date: 20191201

Ref country code: GB

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

Effective date: 20191201

Ref country code: IE

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

Effective date: 20191201

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

Ref country code: BE

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

Effective date: 20191231

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: 20190213

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

Ref country code: MT

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: 20190213

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: 20151201

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1096323

Country of ref document: AT

Kind code of ref document: T

Effective date: 20201201

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

Ref country code: AT

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

Effective date: 20201201

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

Ref country code: MK

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: 20190213

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: 9

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

Ref country code: CH

Payment date: 20240101

Year of fee payment: 9

REG Reference to a national code

Ref country code: CH

Ref legal event code: PK

Free format text: BERICHTIGUNGEN