EP1057950B1 - Device for coupling two construction elements - Google Patents
Device for coupling two construction elements Download PDFInfo
- Publication number
- EP1057950B1 EP1057950B1 EP00112049A EP00112049A EP1057950B1 EP 1057950 B1 EP1057950 B1 EP 1057950B1 EP 00112049 A EP00112049 A EP 00112049A EP 00112049 A EP00112049 A EP 00112049A EP 1057950 B1 EP1057950 B1 EP 1057950B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- basic surface
- load receiving
- housing
- rods
- area
- 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2261—Mounting poles or posts to the holder on a flat base
Definitions
- the invention relates to a device for connecting two components, for example a post on a foundation, wherein the device has a base with bore, in which a holding means engages and transmits forces and attack one or more load-bearing rods on the device or the base.
- German patent application 198 17 832 describe a column shoe for fixing a concrete pile on a base.
- a bottom plate provided with a bolt hole.
- a housing is provided which receives a plurality of reinforcing bars.
- the housing divides the bottom plate into several sections.
- the housing has a housing bottom on which front reinforcing rods (here called anchoring members) are attached.
- rear reinforcing bars are provided, which are arranged in the at least two sections formed by the housing.
- EP 0 952 265 A2 is a column shoe for fixing a concrete pile on a substrate known.
- a base for the column shoe is proposed, to which three-angularly arranged housing legs constructed at right angles to the base, carrying in particular at their end load bearing rods.
- the housing leg surmounted the base.
- the German patent application 195 14 685 describes a pile shoe for securing a concrete pile to a substrate, the pile shoe having a bottom plate with a bolt hole and reinforcing bars projecting vertically upwards on the bottom plate.
- a rigid angle steel construction is attached to the floor panel with the side planes of the angle steel construction being substantially perpendicular to the plane of the floor panel.
- the angle steel construction is intended to absorb compensating forces that are transverse to those of a force acting in the bolt hole bolts and the reinforcing bars absorbed forces act so that the balancing forces do not increase the required rated load capacity of the reinforcing bars used.
- the present invention has set itself the task of improving a device, as described above, to the effect that the device is as simple as possible and in use does not tend to tear out of the finished concrete part or the precast concrete part, due to transverse forces occurring.
- the object of the invention is achieved by a device for connecting two components, for example a post on a foundation, wherein the device has a base with bore, in which a holding means can be inserted and attack on the base a plurality of load-bearing rods, the It is characterized in that the base is divided into two areas, the connection area with the bore and the rigidly connected terminal area, the load receiving rods are fastened next to the connection area between connection area and connection area at the protruding end of the base and at least one further load-bearing rod in the connection area is provided, wherein the load-bearing rods are designed as reinforcing bars and are attached directly to the base.
- the load-bearing rods are designed as reinforcing bars and are attached directly to the base.
- the above-described device is installed, for example, as a mounting foot in precast concrete parts, wherein the provided on the device or the mounting foot base comes into contact with the precast concrete part.
- the load-bearing rod designed for example as a reinforcing bar, not only on pressure, but also on train loadable, which is not possible with a normal precast concrete or a concrete component.
- a device in which the load-receiving rod is connected to the device by a screw connection.
- the load profile can be varied with appropriate planning become.
- the differing forces lead to different diameters for the reinforcing bars.
- load bearing rods are charged on a train and on the other to pressure.
- the load bearing rods are also used adjacent to different directions of force. The load bearing not only describes a unidirectional force absorption, but optionally also one in both directions. This variant therefore also achieves the object according to the invention.
- the device according to the invention often as a mounting foot, without limiting the invention to the application of a foot so in the lower part of a component to be connected.
- the mounting foot is incorporated or embedded in the production of the first element, for example the support in this.
- the mounting foot has a base with a bore through which a retaining means, in particular a screw or a bolt, can be guided in order to connect the fastening foot with the second component, for example the foundation foot.
- the mounting foot acts together with corresponding threaded sleeves and the like, which are provided in the second element.
- the mounting foot or the device is designed as an easily manufacturable component and at the same time is suitable to safely transfer the holding forces that are impressed on the mounting screw or mounting bolts on the base, in the element. It should also be noted that the mounting foot not only easy to manufacture, but also in a simple manner to the usually designed as precast concrete element fastened or installable. This is achieved in particular by the design of the base as a bending-resistant element, which is adapted to absorb the holding forces.
- the end of the device designed as a reinforcing bars load bearing rods, which are embedded in the first component. It is provided that possibly only but also several reinforcing bars are connected to the mounting foot. The reinforcing bars are embedded in the prefabricated concrete element and transmit the tensile forces in the element.
- the reinforcing bar connected to the mounting foot to conveniently direct the forces as directly as possible from the reinforcing bar of the first component, for example, in the armor or in the transport armature of the second component .
- the arrangement is made as possible, that as possible no offset forces arise at right angles to the alignment of the reinforcing bars, which would, for example, try to rotate or tilt the mounting foot relative to the element.
- the reinforcing bars are welded to the mounting foot or fastened screwed in a screw.
- a screw sleeve is provided, which cooperates with the reinforcing rod.
- the screw is welded, for example, on the device or the base.
- the end of the reinforcing bar in this case has an external thread corresponding to the internal thread of the screwed sleeve and thus allows a very simple mounting of the fastening foot.
- the mounting foot modular in principle by such an embodiment. According to the desired length of the load-bearing rods different lengths reinforcing rods are screwed into the sleeves. This assembly can be used when creating the precast concrete part. Depending on the required reinforcement, it is possible to screw one or more reinforcing bars in the screw holes provided in each case. By such an embodiment, the device is optimally adapted to the respective needs.
- the reinforcing bar on the mounting foot is welded.
- the device has a housing consisting of one or more side surfaces.
- the load-bearing bar / reinforcing bar is connected, for example, by a fillet weld in a mechanically loadable manner with this side surface.
- a concealed weld is difficult to control.
- the mounting foot carries a housing formed from one or more side surfaces and the side surface is substantially perpendicular to the base and the housing divides the base into a connection area with the bore and a connection area.
- the now proposed housing optionally assumes several functions at the same time.
- the housing is relatively thin-walled.
- the fixing foot is embedded in concrete in a first precast concrete part.
- the housing acts in this case as a lost formwork element and leaves afterwards the bore through which the retaining bolt or the retaining screw or other retaining means is to be stuck, free of the incoming concrete. It is sufficient if the side surfaces are relatively thin-walled, as otherwise attack in this holding forces and so on.
- the reinforcing rod in the connection region attached to the housing and / or the base surface is in particular welded.
- the reinforcing bar is attached to the housing, so the side surface, the holding forces of the reinforcing bar on the housing or the side surface on the base surface and then transferred via the retaining bolt in the other element.
- the side surface, ie the housing is thereby mechanically stressed and not only forms a formwork against the penetration of concrete into the hole.
- the side surface is correspondingly mechanically more stable, if appropriate, designed as an angle-stable sheet metal or metal piece.
- the side surface or the housing is welded onto the base surface, whereby on the one hand there is a simple production and on the other hand also a mechanically good loadable connection.
- connection area with the bore is dimensioned relatively narrow and just so much area that the holding means, for example, the screw in the hole fastened or can be tightened with a tool.
- the holding means for example, the screw in the hole fastened or can be tightened with a tool.
- a relatively space-saving construction of the mounting foot which allows to use the mounting foot even with relatively small precast concrete elements or other elements.
- the housing has a cover plate or surface which rests on the side surface. This creates a connection area which is protected on several sides before the entry of concrete during the manufacture of the precast concrete part. But it is also possible on the cover plate a reinforcing rod (for example screwed in a screw or welded) end, which is achieved by the holding forces are impressed by this reinforcing rod in the mounting foot, almost straight on the retaining bolts or the holding means which is in the bore, is transmitted.
- a reinforcing rod for example screwed in a screw or welded
- a body which covers the bore.
- the body which is designed, for example, as a polystyrene body, serves as a formwork element and avoids that the still liquid concrete runs in particular in the hole in the base and this closes and makes unusable. After the preparation of the element, the body is simply removed, whereby the cavity is formed in the region of the connection area and releases the bore.
- the invention also relates to a column foot, which consists of two or more mounting feet, as described above. It is provided that the mounting foot this column foot is arranged in particular in the corner or angular region of the element or the support. Assuming, for example, a support with a substantially rectangular cross-section, as in each corner of this cross-section, a mounting, as described, arranged and achieved on the one hand as uniform as possible attachment and on the other hand, a homogeneous as possible passing the holding forces in the support or precast concrete reached , It is possible that the individual mounting feet are connected to each other, for example, by a common plate or struts or the reinforcing bars are mutually arranged so that arranged at their respective ends a mounting foot and so the column base, as described, result.
- the invention also relates to a building, in particular a hall with ties resting on supports, wherein the supports are supported by foundations and in particular the components support, binder and / or foundation as a concrete part or precast concrete part are formed, and with the aid of the aforementioned column foot or the device, optionally also angle stiff, are connected to each other.
- the use of the invention is not limited to the connection of vertically stacked components, but may extend in the same way also to the connection of angularly abutting components, such as the resting of a binder on a support.
- a great advantage of the invention is that they can also be fixed in an angle-rigid relationship to one another and thus, for example, result in a stiffening framework.
- the device according to the invention is not limited to the field of application of concrete components, either as concrete elements manufactured from in-situ concrete or precast concrete parts, but that the device in the same way for joining components made of other materials such as wood, Steel and so on can be used.
- FIGS. 5a . 5b . 7, 8 and 10 The device of FIGS. 5a . 5b . 7, 8 and 10 is not according to the invention.
- Fig. 1 the different forces principles are shown.
- Fig. 2 is the embodiment of the prior art, in particular according to the German Offenlegungsschrift 195 14 685 explained.
- the basic structure of the device results from a base plate 53, which has a bore 48 into which a holding means 4 can be inserted.
- a side surface 51 to which the two substantially identical reinforcing bars 32 are arranged as load-bearing rods 32.
- the load-bearing bars / reinforcing bars 32 are loaded in tension upward, according to the arrow 30.
- the fastening force and optionally the weight down, according to the arrow 40 ' derived. Due to the offset between the effective direction of the force 30 and the force 40 'creates a tilting moment in the clockwise direction. With 34, 35, the opposing forces are indicated that are necessary to compensate for this overturning moment.
- the counterforce 34 is arranged on the side surface 51 in the upper region and the counterforce 35 on the side surface 51 in the lower region.
- a surface pressure 33 acts on the base 53 or optionally on the device. Due to the configuration, the formation of a tilting moment, as in Fig. 2 shown, avoided.
- the direction of the surface pressure of the surface force 33 is optionally also parallel to the clamping direction 40 of the holding means 4. It results according to the inventive solution Fig. 1 in that the use of a side face 51, which is necessary for compensating or absorbing the transverse forces 34, 35, in the embodiment according to Fig. 1 can be completely dispensed with. The side surface can actually be reduced to the function of a lost formwork part.
- Fig. 3a, 3b is the after Fig. 1 shown in more detail inventive device shown in more detail.
- Fig. 3a shows a front, Fig. 3b a rear view.
- the side surfaces 51, 51 'with each other are also arranged approximately at right angles and each formed in one piece. They do not form a rigid construction.
- the reinforcing bar 32' is arranged. According to the load applied to it, it is made thinner than the load bearing rods 32 carrying a larger load, which are arranged centrally upward with respect to the respective side surfaces 51, 51 '.
- the load-bearing rod 32 ' is welded to both side surfaces 51, 51', which of course provides a good mechanical connection, but this is not structurally necessary; it is also sufficient to fasten the reinforcing rod 32 'provided in the angular range only on one side ,
- Fig. 7 is indicated that there is a gap 500 between the two side walls 51, 51 '.
- Fig. 8 a side surface 51 shown as part of the housing 57, which is integrally formed, L-like angled.
- a bore in the outer region 61 is provided.
- a screw 502 is performed with screw head back, such that the threaded portion protrudes from the plane of the base 53 upwards.
- the reinforcing rod 32 has at its one end a sleeve 301 with internal thread, which cooperates with the thread of the screw 502. This makes it possible, in a simple manner, according to the calculated, or constructively predetermined loads different load-receiving rods 32, 32 'to attach to one and the same base 53.
- Fig. 7 instead of the plugged Bolt 502 provided a bolt 503 with external thread, which engages in the screw sleeve 301.
- the bolt 503 is welded, for example, in the base.
- Fig. 9 an inverse principle is proposed, wherein at an open end of the reinforcing bar 32, an external thread 300 is provided, which is screwed into a bore with internal thread 501 in the base 53.
- the gap 500 is thereby dimensioned so that the infiltration of concrete, according to the toughness of the concrete, is omitted.
- a non-illustrated sealing body for example made of polystyrene, are inserted.
- a reinforcing bar 32 is secured to the side surface 51 by a fillet weld 56.
- the reinforcing rod 32 carries at its upper end a sleeve with internal thread, in which a further reinforcing rod 32 ", with external thread can be screwed.
- FIGS. 11 and 12 are still proposed different, in particular by welding connection realized solutions of the device according to the invention.
- Fig. 11 is particularly indicated that the housing 57 here from three, with each other arranged gap, each angled oriented side portions 51, 51 ', 51''is formed.
- the housing 57 here from three, with each other arranged gap, each angled oriented side portions 51, 51 ', 51''is formed.
- the side parts 51, 51 ', 51 "abut each other at an angle of 45 °. It is also possible to arrange more than three side parts.
- a housing or side walls which form such a housing, as for example in Fig. 12 is indicated.
- the secondary reinforcing bars is here, similar to in Fig. 8
- Another reinforcing bar is welded to the load-bearing bar arranged in the base plate 53.
- a body not shown is provided for covering the bore 48.
- Fig. 5 a, 5 b are shown in two views, an embodiment of the mounting foot.
- the mounting foot is combined, for example, with other mounting feet together to form a column foot.
- the mounting foot 44 is in the corner region of an element, for example, the support of a precast concrete support.
- the mounting foot 44 consists of a base 53 which is formed substantially flat, square, has rectangular or round cross-section and has a thickness which is formed so that the base surface as such is resistant to bending. It is usually made of metal, for example iron or steel or structural steel.
- base 53 On the base 53, erected substantially at right angles, side surfaces 51 are provided which form a housing 57.
- a weld seam 49 is provided for connecting the housing 57 with the base 53.
- connection example 61 This is arranged in the connection example 61 in the example shown here, but it can also be arranged on the other side of the side surface 51, in the connection region 60. However, it is more favorable to make the connecting region 60 relatively narrow and thereby bring the reinforcing rods as close as possible to the bore, which would then interfere with a weld seam 49 in the inner region, ie in the connection region 60.
- a chamfer 58 is provided, which cooperates favorably with a phase at the edge of the precast concrete part. It follows, therefore, that the connecting portion 60 is located at the edge of the precast concrete part and thus the best possible accessibility of the bore 48 for screwing / securing a retaining means 4 (screw, bolts, bolts for welding and so on) allowed.
- reinforcing bars 32 which extend relative to the base 53 substantially at right angles to the top.
- the reinforcing rods 32 are welded in the connection region 61 by welds 56 on the side surfaces 51, 51 '.
- welds 56 on the side surfaces 51, 51 '.
- the reinforcing rods 32 are in this case connected in the connection region 61, whereby it is possible to form the connection region 60 relatively narrow.
- the reinforcing rods 32 for example, in the connection region, in which case, of course, the screwing of the screw or of the holding means 4 into the bore 48 may be made more difficult.
- the relatively simple construction of the housing 57, as shown here, two side surfaces 51, allows a practical subdivision into the terminal area and in the connection area, with the selected arrangement, the reinforcing bars 32 are brought so close to the axis of the bore 48 that on additional means for absorbing any transverse forces (which exist due to the offset of the direction of force in the reinforcing bars 32 in relation to the arrangement of the holding means 4 in the bore 48) can be dispensed with.
- the reinforcing bars 32 are also provided to arrange the reinforcing bars 32 on the side surface 51 and the housing 57, respectively, so that the force resulting from a plurality of reinforcing bars 32, which is transmitted, is aligned as far as possible with the axis of the bore 48, whereby a possible sliding or tilting force is avoided.
- the housing 57 is formed of two mutually perpendicular abutting side surfaces 51, cube-shaped.
- Fig. 3 c Alternatively, a portion of a lateral surface is shown, through which the reinforcing rods 32 can be positioned even closer to the bore 48.
- Fig. 6 is still shown that in addition to the weld 56 and screw sleeves 55 are provided, which are for example placed on the base 53, for example, welded, wherein the lower ends of the reinforcing bars 32 are provided with a thread 33 which engage in the internal threads of the screw sleeves 55.
- a screw not only a patch on the base 53 sleeve is considered here, it is also possible to see a cut into the base 53 thread as a screw, in which case conveniently the base 53 has a sufficient thickness.
- the volume, which is enclosed by the housing 57 in the connecting region 60, can also be covered with a body, not shown, when setting in the fastening foot in the precast concrete part, in order to ensure the free accessibility of the bore 48.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Coupling Device And Connection With Printed Circuit (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
- Gyroscopes (AREA)
- Reinforcement Elements For Buildings (AREA)
- Internal Circuitry In Semiconductor Integrated Circuit Devices (AREA)
- Earth Drilling (AREA)
Abstract
Description
Die Erfindung betrifft eine Vorrichtung für das Verbinden zweier Bauteile, zum Beispiel eines Pfostens auf einem Fundament, wobei die Vorrichtung eine Grundfläche mit Bohrung aufweist, in welcher ein Haltemittel angreift und Kräfte überträgt und an der Vorrichtung beziehungsweise der Grundfläche ein oder mehrere Lastaufnahmestäbe angreifen.The invention relates to a device for connecting two components, for example a post on a foundation, wherein the device has a base with bore, in which a holding means engages and transmits forces and attack one or more load-bearing rods on the device or the base.
Eine solche Vorrichtung ist im Stand der Technik bekannt:Such a device is known in the art:
Die europäische Patentanmeldung
Aus der Druckschrift
Aus der Druckschrift
Die deutsche Offenlegungsschrift
Zum Auffangen dieser, den Betonpfahl unter Umständen auseinanderreißenden Querkräfte sind aufwendige Verankerungsstücke notwendig.To capture this, the concrete pile under certain circumstances tearing transverse forces complex anchoring pieces are necessary.
Es ist zu beachten, daß bei der Befestigung eines Pfahles auf einem Fundament an den Pfahlecken je ein Pfahlschuh, wie beschrieben, einzusetzen ist. Typischerweise werden hierbei zum Beispiel vier Pfahlschuhe eingesetzt. Da die Dimension des Pfahlschuhes veränderlich ist, ist das Einbringen des Verankerungsstückes, welches zum Beispiel eine Querverbindung zwischen den einzelnen Pfahlschuhen ergibt, erst bei der Herstellung des Pfahlschuhes möglich und es wird natürlich riskiert, daß der Einbau des Verankerungsstückes unterlassen wird. Gleichzeitig erlaubt der Vorschlag nach dem Stand der Technik keine leichte Anpassung des gesamten Pfahlschuhes an verschiedene unterschiedliche Lasten, die durch die Bewehrungsstäbe beziehungsweise Lastaufnahmestäbe auf die Haltemittel übertragen werden.It should be noted that when fixing a pile to a foundation at the pile corners, one pile shoe each, as described, is to be used. Typically, for example, four pile shoes are used here. Since the dimension of the pile shoe is variable, the introduction of the anchoring piece, which for example gives a cross connection between the individual pile shoes, only in the production of the pile shoe possible and it is of course risked that the installation of the anchoring piece is omitted. At the same time, the prior art proposal does not allow easy adaptation of the entire pile shoe to various different loads transmitted to the retaining means by the reinforcing bars or load receiving bars.
Die vorliegende Erfindung hat es sich zur Aufgabe gemacht, eine Vorrichtung, wie eingangs beschrieben, dahingehend zu verbessern, daß die Vorrichtung möglichst einfach einsetzbar ist und im Gebrauch nicht dazu neigt, aus dem fertigen Betonteil beziehungsweise dem Betonfertigteil, aufgrund von auftretenden Querkräften, auszureißen.The present invention has set itself the task of improving a device, as described above, to the effect that the device is as simple as possible and in use does not tend to tear out of the finished concrete part or the precast concrete part, due to transverse forces occurring.
Die Aufgabe der Erfindung wird gelöst durch eine Vorrichtung für das Verbinden zweier Bauteile, zum Beispiel eines Pfostens auf einem Fundament, wobei die Vorrichtung eine Grundfläche mit Bohrung aufweist, in welche ein Haltemittel einsteckbar ist und an der Grundfläche mehrere Lastaufnahmestäbe angreifen, die sich dadurch auszeichnet, dass die Grundfläche in zwei Bereiche, den Verbindungsbereich mit der Bohrung und den biegesteif damit verbundenen Anschlußbereich, unterteilt ist, die Lastaufnahmestäbe neben dem Anschlußbereich zwischen Verbindungsbereich und Anschlußbereich am hervorstehenden Ende der Grundfläche befestigt sind und wenigstens ein weiterer Lastaufnahmestab in dem Anschlußbereich vorgesehen ist, wobei die Lastaufnahmestäbe als Bewehrungsstäbe ausgebildet sind und direkt an der Grundfläche befestigt sind. Eine solche Ausgestaltung ist bei der Herstellung von Betonfertigteilen problemlos verwirklichbar. Die vorbeschriebene Vorrichtung wird zum Beispiel als Befestigungsfuß in Betonfertigteile eingebaut, wobei die an der Vorrichtung beziehungsweise dem Befestigungsfuß vorgesehene Grundfläche mit dem Betonfertigteil in Anlage kommt. So ist es möglich, die Lastableitung in dem Bauteil nicht nur über die Lastaufnahmestäbe zu bewirken, sondern das Bauteil selber, in gleicher Weise zu verwenden, wobei sich der Werkstoff oder auch Einlagen, wie Bewehrungsstäbe und dergleichen des Bauteiles, in gleicher Weise auf der Vorrichtung beziehungsweise auf der Grundfläche abstützt. Die Dimensionierung erfolgt hier in herkömmlicher Weise, derart, daß keine resultierenden Dreh- oder Kippmomente verbleiben, wodurch eine Verkippung der Grundfläche bei Belastung ausgeschlossen ist. Allgemein ist dabei zu beachten, daß der Lastaufnahmestab, zum Beispiel als Bewehrungsstab ausgebildet, nicht nur auf Druck, sondern auch auf Zug belastbar ist, was sonst bei einem normalen Betonfertigteil oder einem Betonbauteil nicht möglich ist.The object of the invention is achieved by a device for connecting two components, for example a post on a foundation, wherein the device has a base with bore, in which a holding means can be inserted and attack on the base a plurality of load-bearing rods, the It is characterized in that the base is divided into two areas, the connection area with the bore and the rigidly connected terminal area, the load receiving rods are fastened next to the connection area between connection area and connection area at the protruding end of the base and at least one further load-bearing rod in the connection area is provided, wherein the load-bearing rods are designed as reinforcing bars and are attached directly to the base. Such an embodiment is easily realizable in the production of precast concrete parts. The above-described device is installed, for example, as a mounting foot in precast concrete parts, wherein the provided on the device or the mounting foot base comes into contact with the precast concrete part. Thus, it is possible to effect the load dissipation in the component not only on the load receiving rods, but to use the component itself, in the same way, with the material or deposits, such as reinforcing bars and the like of the component in the same way on the device or supported on the base. The dimensioning is done here in a conventional manner, such that no resulting turning or tilting moments remain, whereby tilting of the base is excluded under load. In general, it should be noted that the load-bearing rod, designed for example as a reinforcing bar, not only on pressure, but also on train loadable, which is not possible with a normal precast concrete or a concrete component.
In einer Ausgestaltung der Erfindung wird eine Vorrichtung vorgeschlagen, bei welcher der Lastaufnahmestab mit der Vorrichtung durch eine Schraubverbindung verbunden ist. Bei der Planung eines Bauwerkes, bei welchem die vorbeschriebene Vorrichtung für das Verbinden zweier Bauteile zum Einsatz kommt, kann, bei entsprechender Planung, der Lastverlauf variiert werden. Die unterschiedlich auftretenden Kräfte führen zu unterschiedlichen Durchmessern für die Bewehrungsstäbe. Erlaubt nun die Vorrichtung einen schnellen Austausch der verschiedenen Lastaufnahmestäbe an der Vorrichtung, so ist es möglich, die Vorrichtung mit einem geringen Satz von Bauteilen baukastenartig für eine Vielzahl unterschiedlicher Bedürfnisse aufzubauen. Es ist dabei auch möglich, daß Lastaufnahmestäbe zum einen auf Zug und zum anderen auf Druck belastet werden. Durch entsprechende Planung ist es möglich, die an der Vorrichtung aufzugreifenden Kräfte so zu fassen, daß an der Vorrichtung keine resultierenden Kippmomente bestehen. Die Lastaufnahmestäbe werden dabei auch benachbart mit unterschiedlichen Kraftrichtungen eingesetzt. Die Lastaufnahme beschreibt dabei nicht nur eine unidirektionale Kraftaufnahme, sondern gegebenenfalls auch eine in beide Richtungen. Diese Variante löst daher auch die erfindungsgemäße Aufgabe.In one embodiment of the invention, a device is proposed in which the load-receiving rod is connected to the device by a screw connection. When planning a building in which the device described above is used for connecting two components, the load profile can be varied with appropriate planning become. The differing forces lead to different diameters for the reinforcing bars. Now, if the device allows quick replacement of the various load bearing rods on the device, it is possible to construct the device with a small set of components in a modular manner for a variety of different needs. It is also possible that load bearing rods are charged on a train and on the other to pressure. By appropriate planning, it is possible to take the forces to be picked up on the device so that there are no resulting tilting moments on the device. The load bearing rods are also used adjacent to different directions of force. The load bearing not only describes a unidirectional force absorption, but optionally also one in both directions. This variant therefore also achieves the object according to the invention.
Natürlich ist es auch möglich in einer erfindungsgemäßen Variante vorzusehen, daß sich auch bei einem Einsatz einer Schraubverbindung für den Anschluß des Lastaufnahmestabes an der Vorrichtung beziehungsweise an der Grundfläche, ein Abstützen des Bauteiles an der Vorrichtung beziehungsweise Grundfläche besteht.Of course, it is also possible to provide in a variant according to the invention that, even with the use of a screw connection for the connection of the load-receiving rod to the device or to the base, there is a support of the component on the device or base.
Auch hier ist zu beachten, daß unter der Abstützung des Bauteiles an der Vorrichtung beziehungsweise Grundfläche, sowohl eine Kraft die von der Vorrichtung gegen das Bauteil, wie auch andersherum wirkt, zu verstehen ist.Again, it should be noted that under the support of the component on the device or base, both a force acting from the device against the component, as well as the other way round, to understand.
Nachfolgend wird von der erfindungsgemäßen Vorrichtung oftmals als Befestigungsfuß gesprochen, ohne die Erfindung auf den Anwendungsfall eines Fußes also im unteren Bereich eines zu verbindenden Bauteiles zu beschränken.Below is spoken by the device according to the invention often as a mounting foot, without limiting the invention to the application of a foot so in the lower part of a component to be connected.
Der Befestigungsfuß wird bei der Produktion des ersten Elementes, zum Beispiel der Stütze, in diese eingebaut beziehungsweise einbetoniert. Günstigerweise weist der Befestigungsfuß eine Grundfläche mit einer Bohrung auf, durch die ein Haltemittel, insbesondere eine Schraube oder ein Schraubbolzen, führbar ist, um den Befestigungsfuß mit dem zweiten Bauteil, zum Beispiel dem Fundamentfuß, zu verbinden. Der Befestigungsfuß wirkt dabei mit entsprechenden Schraubhülsen und dergleichen zusammen, die in dem zweiten Element vorgesehen sind.The mounting foot is incorporated or embedded in the production of the first element, for example the support in this. Conveniently, the mounting foot has a base with a bore through which a retaining means, in particular a screw or a bolt, can be guided in order to connect the fastening foot with the second component, for example the foundation foot. The mounting foot acts together with corresponding threaded sleeves and the like, which are provided in the second element.
Dabei ist zu beachten, daß der Befestigungsfuß beziehungsweise die Vorrichtung als leicht herstellbares Bauteil ausgebildet ist und gleichzeitig geeignet ist, die Haltekräfte, die über die Befestigungsschraube beziehungsweise Befestigungsbolzen auf die Grundfläche eingeprägt werden, sicher in das Element überzuleiten. Dabei ist auch zu beachten, daß der Befestigungsfuß nicht nur leicht herstellbar, sondern auch in einfacher Weise an dem in der Regel als Betonfertigteil ausgebildeten Element befestigbar beziehungsweise einbaubar ist. Erreicht wird dies insbesondere durch die Ausgestaltung der Grundfläche als biegefestes Element, das geeignet ist, die Haltekräfte aufzunehmen.It should be noted that the mounting foot or the device is designed as an easily manufacturable component and at the same time is suitable to safely transfer the holding forces that are impressed on the mounting screw or mounting bolts on the base, in the element. It should also be noted that the mounting foot not only easy to manufacture, but also in a simple manner to the usually designed as precast concrete element fastened or installable. This is achieved in particular by the design of the base as a bending-resistant element, which is adapted to absorb the holding forces.
Günstigerweise enden an der Vorrichtung die als Bewehrungsstäbe ausgebildeten Lastaufnahmestäbe, die in das erste Bauteil einbetoniert sind. Dabei ist es vorgesehen, daß eventuell nur ein aber auch mehrere Bewehrungsstäbe an dem Befestigungsfuß angeschlossen sind. Die Bewehrungsstäbe sind in dem Betonfertigteil einbetoniert und übertragen die Zugkräfte in dem Element. Da über den Befestigungsfuß die Haltekräfte auf ein weiteres Element übertragen werden, ist es günstig, den Bewehrungsstab am Befestigungsfuß anschließen zu lassen, um die Kräfte günstigerweise möglichst direkt von dem Bewehrungsstab des ersten Bauteils zum Beispiel in die Armierung oder in den Transportanker des zweiten Bauteils überzuleiten. Die Anordnung wird dabei möglichst so getroffen, daß möglichst keine versatzkräfte rechtwinklig zur Ausrichtung der Bewehrungsstäbe entstehen, die zum Beispiel versuchen würden, den Befestigungsfuß relativ zu dem Element zu drehen oder zu kippen.Conveniently, the end of the device designed as a reinforcing bars load bearing rods, which are embedded in the first component. It is provided that possibly only but also several reinforcing bars are connected to the mounting foot. The reinforcing bars are embedded in the prefabricated concrete element and transmit the tensile forces in the element. Since the retaining forces are transferred to another element via the mounting foot, it is advantageous to have the reinforcing bar connected to the mounting foot to conveniently direct the forces as directly as possible from the reinforcing bar of the first component, for example, in the armor or in the transport armature of the second component , The arrangement is made as possible, that as possible no offset forces arise at right angles to the alignment of the reinforcing bars, which would, for example, try to rotate or tilt the mounting foot relative to the element.
Dabei ist vorgesehen, daß die Bewehrungsstäbe an dem Befestigungsfuß angeschweißt oder in einer Schraubhülse eindrehbar befestigt sind. An dem Befestigungsfuß, zum Beispiel an seiner Grundfläche, ist zum Beispiel eine Schraubhülse vorgesehen, die mit dem Bewehrungsstab zusammenwirkt. Die Schraubhülse ist zum Beispiel auf der Vorrichtung beziehungsweise der Grundfläche aufgeschweißt. Das Ende des Bewehrungsstabes weist dabei ein mit dem Innengewinde der Schraubhülse korrespondierendes Außengewinde auf und erlaubt so eine sehr einfache Montage des Befestigungsfußes. Es ist möglich, durch eine solche Ausgestaltung den Befestigungsfuß im Prinzip modular aufzubauen. Entsprechend der gewünschten Länge der Lastaufnahmestäbe werden unterschiedlich lange Bewehrungsstäbe in die Hülsen eingedreht. Diese Konfektionierung kann bei der Erstellung des Betonfertigteiles eingesetzt werden. Je nach der benötigten Bewehrung ist es möglich, ein oder auch mehrere Bewehrungsstäbe in die jeweils vorgesehenen Schraubhülsen einzudrehen. Durch eine solche Ausgestaltung ist die Vorrichtung optimal den jeweiligen Bedürfnissen anpaßbar.It is envisaged that the reinforcing bars are welded to the mounting foot or fastened screwed in a screw. At the mounting foot, for example at its base, for example, a screw sleeve is provided, which cooperates with the reinforcing rod. The screw is welded, for example, on the device or the base. The end of the reinforcing bar in this case has an external thread corresponding to the internal thread of the screwed sleeve and thus allows a very simple mounting of the fastening foot. It is possible to construct the mounting foot modular in principle by such an embodiment. According to the desired length of the load-bearing rods different lengths reinforcing rods are screwed into the sleeves. This assembly can be used when creating the precast concrete part. Depending on the required reinforcement, it is possible to screw one or more reinforcing bars in the screw holes provided in each case. By such an embodiment, the device is optimally adapted to the respective needs.
Alternativ ist vorgesehen, daß der Bewehrungsstab an dem Befestigungsfuß angeschweißt ist. Für die Ausführung der Schweißnaht sind dabei mehrere Varianten möglich. Zum einen ist zum Beispiel vorgesehen, daß die Vorrichtung ein aus einer oder mehreren Seitenflächen bestehendes Gehäuse aufweist. Der Lastaufnahmestab/Bewehrungsstab wird zum Beispiel durch eine Kehlnaht in mechanisch belastbarer Weise mit dieser Seitenfläche verbunden. Alternativ ist es möglich, in der Grundfläche eine Bohrung zur Aufnahme des Lastaufnahmestabes vorzusehen und den Lastaufnahmestab rückseitig stumpf mit dem die Grundfläche abschließenden Ende zu verschweißen. Eine solche verdeckte Schweißnaht ist aber schlecht kontrollierbar.Alternatively, it is provided that the reinforcing bar on the mounting foot is welded. For the execution of the weld several variants are possible. On the one hand, for example, it is provided that the device has a housing consisting of one or more side surfaces. The load-bearing bar / reinforcing bar is connected, for example, by a fillet weld in a mechanically loadable manner with this side surface. Alternatively, it is possible to provide a bore for receiving the load-bearing rod in the base area and to weld the load-receiving rod to the back end with the end terminating the base area. However, such a concealed weld is difficult to control.
In einer bevorzugten Ausgestaltung des erfindungsgemäßen Befestigungsfußes ist vorgesehen, daß der Befestigungsfuß ein aus einer oder mehreren Seitenflächen gebildetes Gehäuse trägt und die Seitenfläche im wesentlichen rechtwinklig zur Grundfläche ist und das Gehäuse die Grundfläche in einen Verbindungsbereich mit der Bohrung und einen Anschlußbereich unterteilt. Das nunmehr vorgeschlagene Gehäuse übernimmt gegebenenfalls mehrere Funktionen gleichzeitig. Zum einen ist vorgesehen, daß das Gehäuse verhältnismäßig dünnwandig ist. In der Regel wird der Befestigungsfuß in einem ersten Betonfertigteil einbetoniert. Das Gehäuse wirkt in diesem Fall als verlorenes Schalungselement und läßt hernach die Bohrung, durch die der Haltebolzen oder die Halteschraube oder ein anderes Haltemittel zu stecken ist, frei von dem einlaufenden Beton. Dabei reicht es aus, wenn die Seitenflächen verhältnismäßig dünnwandig sind, da in diesen sonst keine Haltekräfte und so weiter angreifen.In a preferred embodiment of the mounting foot according to the invention it is provided that the mounting foot carries a housing formed from one or more side surfaces and the side surface is substantially perpendicular to the base and the housing divides the base into a connection area with the bore and a connection area. The now proposed housing optionally assumes several functions at the same time. On the one hand, it is provided that the housing is relatively thin-walled. As a rule, the fixing foot is embedded in concrete in a first precast concrete part. The housing acts in this case as a lost formwork element and leaves afterwards the bore through which the retaining bolt or the retaining screw or other retaining means is to be stuck, free of the incoming concrete. It is sufficient if the side surfaces are relatively thin-walled, as otherwise attack in this holding forces and so on.
Alternativ ist es aber auch möglich, daß der Bewehrungsstab im Anschlußbereich an dem Gehäuse und/oder der Grundfläche befestigt insbesondere angeschweißt ist. Für den Fall, daß der Bewehrungsstab an dem Gehäuse, also der Seitenfläche befestigt ist, werden die Haltekräfte von dem Bewehrungsstab über das Gehäuse beziehungsweise die Seitenfläche auf die Grundfläche und dann über den Haltebolzen in das weitere Element übertragen. Die Seitenfläche, also das Gehäuse, wird dabei mechanisch belastet und bildet nicht nur eine Schalung gegen das Einlaufen von Beton in die Bohrung. In diesem Fall ist es günstig, wenn die Seitenfläche entsprechend mechanisch stabiler gegebenenfalls als winkelsteifes Blech oder Metallstück ausgebildet ist. Günstigerweise wird die Seitenfläche beziehungsweise das Gehäuse auf der Grundfläche aufgeschweißt, wodurch zum einen eine einfache Herstellung und zum anderen aber auch eine mechanisch gut belastbare Verbindung besteht.Alternatively, it is also possible that the reinforcing rod in the connection region attached to the housing and / or the base surface is in particular welded. In the event that the reinforcing bar is attached to the housing, so the side surface, the holding forces of the reinforcing bar on the housing or the side surface on the base surface and then transferred via the retaining bolt in the other element. The side surface, ie the housing, is thereby mechanically stressed and not only forms a formwork against the penetration of concrete into the hole. In this case, it is favorable if the side surface is correspondingly mechanically more stable, if appropriate, designed as an angle-stable sheet metal or metal piece. Conveniently, the side surface or the housing is welded onto the base surface, whereby on the one hand there is a simple production and on the other hand also a mechanically good loadable connection.
Die Anordnung des Gehäuses auf der Grundfläche ist dabei so gewählt, daß gegebenenfalls der Verbindungsbereich mit der Bohrung verhältnismäßig eng bemessen ist und gerade so viel Fläche aufweist, daß das Haltemittel, zum Beispiel die Schraube in der Bohrung befestigbar beziehungsweise mit einem Werkzeug festziehbar ist. Günstigerweise wird nämlich dann im Verbindungsbereich, in welchem die Bewehrungsstäbe enden, diese verhältnismäßig nah am Gehäuse montiert, um eine möglichst geradlinige Krafteinleitung aus den Bewehrungsstäben in den Haltebolzen beziehungsweise das Haltemittel zu erreichen. Darüberhinaus resultiert durch eine solche Ausgestaltung eine verhältnismäßig platzsparende Konstruktion des Befestigungsfußes,die es erlaubt, den Befestigungsfuß auch bei verhältnismäßig kleinen Betonfertigteilen oder sonstigen Elemente einzusetzen.The arrangement of the housing on the base is chosen so that, where appropriate, the connection area with the bore is dimensioned relatively narrow and just so much area that the holding means, for example, the screw in the hole fastened or can be tightened with a tool. Conveniently, namely, then in the connection region in which the reinforcing rods end, these mounted relatively close to the housing in order to achieve a straightforward force application from the reinforcing bars in the retaining bolt or the holding means. Moreover, results from such a configuration, a relatively space-saving construction of the mounting foot, which allows to use the mounting foot even with relatively small precast concrete elements or other elements.
Es ist günstig, daß das Gehäuse eine Deckplatte oder -fläche aufweist, die auf der Seitenfläche aufliegt. Dadurch entsteht ein Verbindungsbereich, der an mehreren Seiten vor dem Einlaufen von Beton beim Herstellen des Betonfertigteiles geschützt ist. Es ist aber auch möglich, auf der Deckplatte einen Bewehrungsstab (zum Beispiel in einer Schraubhülse eingedreht oder aufgeschweißt) enden zu lassen, wodurch erreicht wird, daß die Haltekräfte die durch diesen Bewehrungsstab in den Befestigungsfuß eingeprägt werden, fast gradlinig auf den Haltebolzen beziehungsweise das Haltemittel welches in der Bohrung steckt, übertragen wird.It is favorable that the housing has a cover plate or surface which rests on the side surface. This creates a connection area which is protected on several sides before the entry of concrete during the manufacture of the precast concrete part. But it is also possible on the cover plate a reinforcing rod (for example screwed in a screw or welded) end, which is achieved by the holding forces are impressed by this reinforcing rod in the mounting foot, almost straight on the retaining bolts or the holding means which is in the bore, is transmitted.
Bei der Montage der Vorrichtung an dem ersten Element ist vorgesehen, daß in die Vorrichtung (mit oder ohne Gehäuse) ein Körper eingestellt wird, welcher die Bohrung verdeckt. Der Körper, der zum Beispiel als Styroporkörper ausgebildet ist, dient als Schalungselement und vermeidet, daß der noch flüssige Beton insbesondere in die Bohrung in der Grundfläche läuft und diese verschließt und unbrauchbar macht. Nach der Herstellung des Elementes wird der Körper einfach entnommen, wodurch der Hohlraum im Bereich des Verbindungsbereiches entsteht und die Bohrung freigibt.When mounting the device to the first element is provided that in the device (with or without housing) a body is adjusted, which covers the bore. The body, which is designed, for example, as a polystyrene body, serves as a formwork element and avoids that the still liquid concrete runs in particular in the hole in the base and this closes and makes unusable. After the preparation of the element, the body is simply removed, whereby the cavity is formed in the region of the connection area and releases the bore.
Die Erfindung betrifft auch einen Stützenfuß, der aus zwei oder mehreren Befestigungsfüßen, wie vorbeschrieben, besteht. Dabei ist vorgesehen, daß der Befestigungsfuß diesen Stützenfuß insbesondere im Eck- beziehungsweise Winkelbereich des Elementes beziehungsweise der Stütze angeordnet ist. Unterstellt man zum Beispiel eine Stütze mit im wesentlichen rechteckigem Querschnitt, so wird in jeder Ecke dieses Querschnittes ein Befestigungsfuß, wie beschrieben, angeordnet und zum einen eine möglichst gleichmäßige Befestigung erreicht und zum anderen ein möglichst homogenes Überleiten der Haltekräfte in die Stütze beziehungsweise das Betonfertigteil erreicht. Dabei ist es möglich, daß die einzelnen Befestigungsfüße untereinander zum Beispiel durch eine gemeinsame Platte oder Streben verbunden sind oder aber die Bewehrungsstäbe untereinander so angeordnet sind, daß an ihren jeweiligen Enden ein Befestigungsfuß angeordnet und so den Stützenfuß, wie beschrieben, ergeben.The invention also relates to a column foot, which consists of two or more mounting feet, as described above. It is provided that the mounting foot this column foot is arranged in particular in the corner or angular region of the element or the support. Assuming, for example, a support with a substantially rectangular cross-section, as in each corner of this cross-section, a mounting, as described, arranged and achieved on the one hand as uniform as possible attachment and on the other hand, a homogeneous as possible passing the holding forces in the support or precast concrete reached , It is possible that the individual mounting feet are connected to each other, for example, by a common plate or struts or the reinforcing bars are mutually arranged so that arranged at their respective ends a mounting foot and so the column base, as described, result.
Des Weiteren betrifft die Erfindung auch ein Bauwerk, insbesondere eine Halle mit auf Stützen ruhenden Bindern, wobei die Stützen von Fundamenten getragen werden und wobei insbesondere die Bauteile Stütze, Binder und/oder Fundament als Betonteil beziehungsweise Betonfertigteil ausgebildet sind, und mit Hilfe des vorgenannten Stützenfußes oder der Vorrichtung, gegebenenfalls auch winkelsteif, miteinander verbunden sind. Der Einsatz der Erfindung ist nicht nur auf die Verbindung von vertikal übereinander angeordneten Bauteilen beschränkt, sondern kann sich in gleicher Weise auch auf den Anschluß von winklig aneinanderstoßenden Bauteilen, wie zum Beispiel das Aufliegen eines Binders auf einer Stütze erstrecken. Natürlich ist es auch in gleicher Weise möglich, mit der erfindungsgemäßen Ausgestaltung der Vorrichtung eine Verbindung von horizontal orientierten oder sonst winklig miteinander anschließenden Bauteilen zu realisieren. Ein großer Vorteil der Erfindung liegt darin, daß diese auch in einer winkelsteifen Beziehung zueinander festlegbar sind und so zum Beispiel ein aussteifendes Gerüst ergeben.Furthermore, the invention also relates to a building, in particular a hall with ties resting on supports, wherein the supports are supported by foundations and in particular the components support, binder and / or foundation as a concrete part or precast concrete part are formed, and with the aid of the aforementioned column foot or the device, optionally also angle stiff, are connected to each other. The use of the invention is not limited to the connection of vertically stacked components, but may extend in the same way also to the connection of angularly abutting components, such as the resting of a binder on a support. Of course, it is also possible in the same way, with the inventive design of the device to realize a connection of horizontally oriented or otherwise angularly adjoining components. A great advantage of the invention is that they can also be fixed in an angle-rigid relationship to one another and thus, for example, result in a stiffening framework.
Dabei ist zu beachten, daß die erfindungsgemäße Vorrichtung nicht nur auf den Einsatzbereich von Bauteilen aus Beton, sei es als aus Ortbeton gefertigten Betonelementen oder Betonfertigteilen, beschränkt ist, sondern daß die Vorrichtung in gleicher Weise auch zum Verbinden von Bauteilen aus anderen Materialien wie Holz, Stahl und so weiter einsetzbar ist.It should be noted that the device according to the invention is not limited to the field of application of concrete components, either as concrete elements manufactured from in-situ concrete or precast concrete parts, but that the device in the same way for joining components made of other materials such as wood, Steel and so on can be used.
Die Erfindung ist in der Zeichnung schematisch gezeigt. Es zeigen:
- Fig. 1 und 2
- in einer Seitenansicht einen Schnitt durch die erfindungsgmäße Vorrichtung (
Fig. 1 ) und der Ausgestaltung nach dem Stand der Technik (Fig. 2 ) bezüglich der prinzipiellen Richtung der angreifenden Kräfte; - Fig. 3a, 3b
- jeweils in zwei Ansichten eine dreidimensionale Ansicht einer erfindungsgemäßen Vorrichtung in verschiedenen Varianten und
- Fig. 4, 6, 9, 11, 12
- je in einer dreidimensionalen Ansicht weitere Ausgestaltungen einer erfindungsgemäßen Vorrichtung.
- Fig. 1 and 2
- in a side view a section through the erfindungsgmäße device (
Fig. 1 ) and the configuration according to the prior art (Fig. 2 ) with regard to the principal direction of the attacking forces; - Fig. 3a, 3b
- in each case in two views, a three-dimensional view of a device according to the invention in different variants and
- Fig. 4, 6, 9, 11, 12th
- each in a three-dimensional view further embodiments of a device according to the invention.
Die Vorrichtung der
In den
Im Gegensatz dazu, ist nach der erfindungsgemäßen Lösung nach
In
Ohne den Bewehrungsstab 32' würde zwischen den beiden Seitenflächen 51, 51' ein Spalt verbleiben. In der hier gewählten Darstellung ist der Lastaufnahmestab 32' an beiden Seitenflächen 51, 51' angeschweißt, wodurch natürlich eine gute mechanische Verbindung besteht, dies ist aber konstruktiv nicht notwendig, es reicht auch aus, den im Winkelbereich vorgesehenen Bewehrungsstab 32' nur einseitig zu befestigen.Without the reinforcing bar 32 ', a gap would remain between the two
In
In den
Bei der Lösung nach
Neben dieser Ausgestaltung ist in
Der Spalt 500 wird dabei so bemessen, daß das Hereinfließen von Beton, entsprechend der Zähigkeit des Betons, unterbleibt. Gegebenenfalls kann in den Spalt 500 auch ein nicht weiter dargestellter Dichtkörper, zum Beispiel aus Styropor, eingesteckt werden.The
In
In den Lösungen nach
In
Erfindungsgemäß ist vorgesehen, daß auf die Anordnung eines Gehäuses, beziehungsweise von Seitenwänden die ein solches Gehäuse bilden, verzichtet werden kann, wie es zum Beispiel in
Es ist zu beachten, daß die in den verschiedenen Fig. gezeigten Ausgestaltungen beliebig untereinander kombinierbar sind, das heißt, die verschiedenen Varianten von Anordnungen von Gehäuse beziehungsweise Seitenflächen und der Einsatz von Schraubbeziehungsweise Schweißverbindungen sind beliebig austauschbar und ebenso mitoffenbart.It should be noted that the embodiments shown in the various figures are arbitrarily combinable with each other, that is, the various variants of arrangements of housing or side surfaces and the use of Schraubbeziehungsweise welded joints are arbitrarily interchangeable and also disclosed.
In
Der Befestigungsfuß 44 besteht dabei aus einer Grundfläche 53, die im wesentlichen eben ausgebildet ist, quadratischen, rechteckigen oder auch runden Querschnitt aufweist und eine Dicke aufweist, die so ausgebildet ist, daß die Grundfläche als solches biegefest ist. Sie ist üblicherweise aus Metall, zum Beispiel Eisen oder Stahl beziehungsweise Baustahl gefertigt. Auf der Grundfläche 53, im wesentlichen rechtwinklig aufgestellt, sind Seitenflächen 51 vorgesehen, die ein Gehäuse 57 bilden. Hierbei sind zwei Seitenflächen 51, 51' vorgesehen, die ihrerseits rechtwinklig zueinanderstoßen und so L-artig die Grundfläche 53 in zwei Bereiche, nämlich den Verbindungsbereich 60 mit der Bohrung 48 und den Anschlußbereich 61 unterteilen. Zum Verbinden des Gehäuses 57 mit der Grundfläche 53 ist eine Schweißnaht 49 vorgesehen. Diese ist in dem hier gezeigten Beispiel im Anschlußbereich 61 angeordnet, sie kann aber auch auf der anderen Seite der Seitenfläche 51, im Verbindungsbereich 60 angeordnet sein. Jedoch ist es günstiger, den Verbindungsbereich 60 verhältnismäßig eng auszugestalten umd dadurch die Bewehrungsstäbe möglichst nah an die Bohrung heranzuführen, wodurch dann eine Schweißnaht 49 im Innenbereich also im Verbindungsbereich 60 stören würde.The mounting
Da, wie beschrieben, der Befestigungsfuß 44 im Eckbereich eines Elementes angeordnet ist, ist eine Abschrägung 58 vorgesehen, die mit einer Phase an der Kante des Betonfertigteiles günstigerweise zusammenwirkt. Es ergibt sich daher, daß der Verbindungsbereich 60 am Rand des Betonfertigteiles liegt und so eine möglichst gute Zugänglichkeit der Bohrung 48 für das Eindrehen/Befestigen eines Haltemittels 4 (Schraube, Schraubbolzen, Bolzen zum Verschweißen und so weiter) erlaubt.Since, as described, the mounting
In dem hier gezeigten Ausführungsbeispiel sind mehrere, hier insbesondere vier Bewehrungsstäbe 32 angedeutet, die sich gegenüber der Grundfläche 53 im wesentlichen rechtwinklig nach oben erstrecken. Die Bewehrungsstäbe 32 sind dabei im Anschlußbereich 61 durch Schweißnähte 56 auf die Seitenflächen 51, 51' aufgeschweißt. Je nach Belastungsgrad (Größe der Kraft die zu übertragen ist) sind hier einige wenige oder mehrere Bewehrungsstäbe 32 anzuordnen. Die Bewehrungsstäbe 32 sind hierbei im Anschlußbereich 61 angeschlossen, wodurch es möglich ist, den Verbindungsbereich 60 verhältnismäßig eng auszubilden. Alternativ ist es auch möglich, die Bewehrungsstäbe 32 zum Beispiel im Verbindungsbereich anzuordnen, wobei dann natürlich das Eindrehen der Schraube beziehungsweise des Haltemittels 4 in die Bohrung 48 unter Umständen erschwert wird. Der verhältnismäßig einfache Aufbau des Gehäuses 57 aus, wie hier dargestellt, zwei Seitenflächen 51, erlaubt eine praktische Unterteilung in den Anschlußbereich und in den Verbindungsbereich, wobei durch die gewählte Anordnung die Bewehrungsstäbe 32 so nahe an die Achse der Bohrung 48 herangebracht werden, daß auf zusätzliche Mittel zum Aufnehmen von eventuell auftretenden Querkräften (die aufgrund des Versatzes der Kraftrichtung in den Bewehrungsstäben 32 im Verhältnis zur Anordnung des Haltemittels 4 in der Bohrung 48 bestehen) verzichtet werden kann. Hieraus resultiert eine sehr einfache Ausgestaltung des Befestigungsfußes 44.In the embodiment shown here, several, in particular four reinforcing
In einer Weiterentwicklung der Erfindung ist auch vorgesehen, die Bewehrungsstäbe 32 an der Seitenfläche 51 beziehungsweise dem Gehäuse 57 so anzuordnen, daß die durch mehrere Bewehrungsstäbe 32 resultierende Kraft, die übertragen wird, möglichst mit der Achse der Bohrung 48 fluchtet, wodurch eine mögliche Schieb- oder Kippkraft vermieden wird. In
In
Das Volumen, welches von dem Gehäuse 57 im Verbindungsbereich 60 eingeschlossen wird, kann bei Bedarf auch mit einem nicht weiter dargestellten Körper beim Einbetonieren des Befestigungsfußes in dem Betonfertigteil verdeckt werden, um die freie Zugänglichkeit der Bohrung 48 zu gewährleisten.The volume, which is enclosed by the
Die Vorteile der hohen Variabilität des Einsatzes einer Schraubverbindung und der baukastenartige Aufbau eines kompletten Systems von Vorrichtungen beziehungsweise Befestigungsfüßen werden auch im Hinblick auf einen eingenständigen Schutz dieser Offenbarung beschrieben.The advantages of the high variability of the use of a screw connection and the modular construction of a complete system of devices or mounting feet are also described with regard to a stand-alone protection of this disclosure.
Dadurch ist es möglich, mit einem geringen Satz von Bauteilen, entsprechend den Anforderungen, beliebige Vorrichtungen zu realisieren.This makes it possible, with a small set of components, according to the requirements, to realize any devices.
Claims (17)
- Device for connecting two building parts, for example a post on a pedestal, the device having a basic surface (53) with boring (48) in which a holding means (4) can be inserted, and several load receiving rods (32) engaging with the basic surface (53), characterised in that basic surface (53) is partitioned in two areas, the connection area (60) with the boring (48) and the linking area (61) connected with it deflection resistant, the load receiving rods (32) are fastened beside the linking area (61) between the connection area (60) and the linking area (61) at the projecting end of the basic surface (53), and at least one more load receiving rod (31') is provided in the linking area (61), the load receiving rods being designed as reinforcing rods (32, 32') and being fastened directly to the basic surface (53).
- Device according to claim 1, characterised in that the basic surface is dimensioned in such a way that the end of the basic surface (53) is located in assembled condition of the building component in the interior of the first building component.
- Device according to one or both of the preceding claims, characterised in that the load receiving rods (32, 32') are welded (49) to the device.
- Device according to one or more of the preceding claims, characterised in that the basic surface (53) can be supported via the linking area projecting over the further load receiving rod (32') at the building component.
- Device according to one or more of the preceding claims, characterised in that the load receiving rods (32, 32') are connected to the device by a screw connection.
- Device according to one or more of the preceding claims, characterised in that the forces acting during the support of the building component are orientated essentially parallel to the longitudinal extension of the load receiving rods (32, 32') and/or the holding means (4).
- Device according to one or more of the preceding claims, characterised in that the device has a housing (57) formed by one or more side faces (51), and the side faces (51) are essentially rectangular to the basic surface (53), and the housing (57) partitions the basic surface (53) in a connection area (60) with a boring (48) and the linking area (61).
- Device according to one or more of the preceding claims, characterised in that the side faces (51) of the housing are formed in one piece, for example of suitably angled plane material, or of single planes meeting each other with or without gap.
- Device according to one or more of the preceding claims, characterised in that the housing (57) is designed cube-shaped or cube-like with two, three or more side faces (51) meeting angled, or the side face (51) is designed as part of a cylinder surface area.
- Device according to one or more of the preceding claims, characterised in that as screw connection a screw is provided which can be guided through a boring in the basic surface (53), and a tapped bush is provided at the load receiving rods interacting with the screw.
- Device according to one or more of the preceding claims, characterised in that in the basic surface studs are provided interacting with the tapped bushes of the load receiving rods, or that at the load receiving rods one end with external thread is provided interacting with a boring with internal thread in the basic surface, or is fastened by a nut on the back side of the basic surface, or is fastened in a screw sleeve which is fastened to the device.
- Device according to one or more of the preceding claims, characterised in that the reinforcing rods (32, 32') end in a building part designed as concrete part or precast concrete part.
- Device according to one or more of the preceding claims, characterised in that the housing (57) has a top surface (52) supported by the side face (51).
- Device according to one or more of the preceding claims, characterised in that at the device, during mounting the device at the first building component, an element can be attached for covering the boring (48).
- Device according to one or more of the preceding claims, characterised in that the load receiving rod (32') is arranged in the angle area of two angled, adjacent areas of the side face (51).
- Supporting foot, characterised in that it has two or more devices according to one or more of the preceding claims, wherein the supporting feet (44) are arranged in particular in the corner or angle area of the building component, for example as stanchion (3).
- Building, in particular hall with binders supported on stanchions, the stanchions being carried by pedestals, wherein in particular the building parts stanchion, binder and/or pedestal are designed as concrete parts or precast concrete parts, and at least two building components are connected to each other by a supporting foot according to claim 16 or a device according to one or more of the claims 1 to 15, if necessary also angle resistant.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29909731U | 1999-06-04 | ||
DE29909731 | 1999-06-04 | ||
DE20002501U | 2000-02-14 | ||
DE20002501U DE20002501U1 (en) | 1999-06-04 | 2000-02-14 | Precast support |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1057950A2 EP1057950A2 (en) | 2000-12-06 |
EP1057950A3 EP1057950A3 (en) | 2001-10-17 |
EP1057950B1 true EP1057950B1 (en) | 2008-08-06 |
Family
ID=26056075
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00112049A Expired - Lifetime EP1057950B1 (en) | 1999-06-04 | 2000-06-02 | Device for coupling two construction elements |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1057950B1 (en) |
AT (1) | ATE403789T1 (en) |
DE (3) | DE20002501U1 (en) |
DK (1) | DK1057950T3 (en) |
ES (1) | ES2311445T3 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102018116542A1 (en) | 2018-07-09 | 2020-01-09 | Georg Weidner | Connection system with anchor lock |
WO2023174514A1 (en) | 2022-03-15 | 2023-09-21 | Leviat GmbH | Precast shoe base and precast shoe |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI20020422A (en) * | 2002-03-05 | 2003-09-06 | Tartuntamarkkinointi Oy | Column Shoe |
DE10312701B4 (en) * | 2003-03-21 | 2007-10-31 | Krummel, Gerhard, Dipl.-Ing. | Arrangement for fixing an anchor bolt of a support in a foundation |
EP1531213B1 (en) * | 2003-11-13 | 2006-05-31 | HALFEN GmbH & CO. Kommanditgesellschaft | Pile shoe for concrete pile |
DE102006023296A1 (en) * | 2006-05-18 | 2007-11-22 | Krummel, Gerhard, Dipl.-Ing. | Device for fastening a concrete support on a foundation, in particular a concrete foundation |
ITMI20100711A1 (en) * | 2010-04-26 | 2011-10-27 | Ruredil Spa | "MECHANICAL CONNECTION FOR PREFABRICATED MANUFACTURED IN CEMENTITIOUS CONCROMERATE AND PROCEDURE FOR PRODUCTION" |
EP2685019B1 (en) * | 2012-07-13 | 2015-07-15 | Gerhard Krummel | Connection element between two concrete components |
FI20126323L (en) | 2012-12-18 | 2014-06-19 | Peikko Group Oy | PILLAR SHOE |
FI124149B (en) * | 2012-12-18 | 2014-03-31 | Peikko Group Oy | column shoe |
NL1040406C2 (en) * | 2013-09-24 | 2015-04-07 | Mattheus Hendrikus Wieringen | AN INNOVATIVE INNOVATIVE LIVING AND CONSTRUCTION CONCEPT "THE GROWTH ACCOMMODATION". A DEMONTABLE SUSTAINABLE PREFAB CONCRETE BUILDING CASE; FLEXIBLE COMPOSED OF LIVING UNITS THAT ARE VARIABLE IN SIZE AND WITH FREE ARCHITECTURE FOR THE BUILDING PEEL. |
ES2784948B2 (en) * | 2019-03-26 | 2021-11-24 | Zambelli Sergio | ANCHOR FOR PREFABRICATED CONCRETE SUPPORT. |
CN114127366B (en) * | 2019-07-12 | 2023-12-19 | 佩克集团有限公司 | Column shoe for fastening a column of reinforced concrete to a base |
IT201900014997A1 (en) * | 2019-08-23 | 2021-02-23 | Julio Cesar Bassorelli | Fixing kit, in particular for pillars, and relative fixing method |
NO346092B1 (en) * | 2020-08-27 | 2022-02-07 | Comrod As | MOUNTING FOR A COMPOSITE MAST TO AN UPPENDING COINIC SHAPE CONSTRUCTION PILLAR WITH A RING-FOLDED FLANGE, AND PROCEDURE FOR ATTACHING A COMPOSITE MAST WITH SUCH A COINIC SHAPED MOUNTING PILLAR TO THE GROUND |
CN114232791A (en) * | 2021-12-30 | 2022-03-25 | 甘肃安居建设工程集团有限公司 | Self-bearing system for construction load of fabricated building and construction method thereof |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2236503C3 (en) * | 1972-07-25 | 1975-06-26 | Dyckerhoff & Widmann Ag, 8000 Muenchen | Press socket connection for ribbed reinforcing bars |
DE2236377A1 (en) * | 1972-07-25 | 1974-02-07 | Emil Gubler | PROCESS FOR PRODUCING GROUND ANCHORING, IN PARTICULAR FOR BUILDING CONSTRUCTIONS, PILLARS, MASTS AND POST, AND GROUND ANCHORING PRODUCED ACCORDING TO THE PROCESS |
DE2806494A1 (en) * | 1978-02-16 | 1979-08-23 | Karl Dr Ing Johannsen | Structural column sleeve foundation - has central profiled hole in base slab for profiled column end, with cast filling |
SE455004B (en) * | 1986-12-19 | 1988-06-13 | Wikells Byggberekningar Ab | SET TO FIX A PILLAR ON A FOUNDATION |
CH676270A5 (en) * | 1988-09-02 | 1990-12-28 | Walser & Co Ag | Component-securing equipment to concrete - has stirrup with tapped, ends screwed to baseplate fixed to shuttering |
DE4037438C2 (en) * | 1990-11-24 | 1996-01-18 | Bremer Gmbh | Transportable reinforced concrete foundation for a column |
FI941936A (en) * | 1994-04-26 | 1995-10-27 | Teraespeikko Oy | column shoe |
EP0784127A1 (en) * | 1996-01-10 | 1997-07-16 | Bam Ag | Anchoring element for reinforced concrete constructions |
AU722320B2 (en) * | 1996-07-16 | 2000-07-27 | R. O'rourke And Son Limited | Improvements in or relating to concrete structures |
DE19817832A1 (en) * | 1998-04-22 | 1999-10-28 | Peikko Gmbh | Column shoe for attaching a concrete pile to a base |
-
2000
- 2000-02-14 DE DE20002501U patent/DE20002501U1/en not_active Expired - Lifetime
- 2000-06-02 DE DE50015295T patent/DE50015295D1/en not_active Expired - Lifetime
- 2000-06-02 EP EP00112049A patent/EP1057950B1/en not_active Expired - Lifetime
- 2000-06-02 AT AT00112049T patent/ATE403789T1/en active
- 2000-06-02 ES ES00112049T patent/ES2311445T3/en not_active Expired - Lifetime
- 2000-06-02 DE DE10027037A patent/DE10027037B4/en not_active Expired - Lifetime
- 2000-06-02 DK DK00112049T patent/DK1057950T3/en active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102018116542A1 (en) | 2018-07-09 | 2020-01-09 | Georg Weidner | Connection system with anchor lock |
WO2023174514A1 (en) | 2022-03-15 | 2023-09-21 | Leviat GmbH | Precast shoe base and precast shoe |
Also Published As
Publication number | Publication date |
---|---|
EP1057950A3 (en) | 2001-10-17 |
DK1057950T3 (en) | 2008-12-01 |
ATE403789T1 (en) | 2008-08-15 |
DE20002501U1 (en) | 2000-12-07 |
ES2311445T3 (en) | 2009-02-16 |
DE10027037A1 (en) | 2000-12-14 |
DE50015295D1 (en) | 2008-09-18 |
EP1057950A2 (en) | 2000-12-06 |
DE10027037B4 (en) | 2009-10-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1057950B1 (en) | Device for coupling two construction elements | |
EP3599323B1 (en) | Bearing head comprising a clamping device and corresponding ceiling formwork system | |
EP1857602B1 (en) | Foundation, in particular concrete foundation, with a foundation shoe for attaching a concrete pillar | |
WO2008098549A1 (en) | Formwork systems for forming corners and t intersections using formwork elements comprising centrally aligned block openings | |
EP1785546A1 (en) | Anchor bracket for fixing a cladding onto a building wall | |
EP2281959A1 (en) | Connector element for cantilever slab | |
DE19514685C2 (en) | Arrangement of several pile shoes | |
WO2014053070A1 (en) | Construction kit for forming a support structure | |
EP1387910B1 (en) | Connector element and method for connecting a prefabricated concrete piece with a section of a building | |
EP1031668A2 (en) | Building element for heat insulation | |
EP0627307B1 (en) | Substructure for a rotary web printing machine and method of installing a rotary web printing machine on such a substructure | |
DE60112332T2 (en) | LASHBANDS AND CORRESPONDING SUPPORT BASES USED IN HIGH-DEVELOPMENT AND DEVELOPMENT AND BUILDINGS | |
DE202005006228U1 (en) | Roof construction for buildings, especially industrial buildings with large widths, comprises bottom and top booms in the form of I-shaped supports with two boom flanges, and node elements with two flat node flange plates | |
EP0365834B1 (en) | Flectional resistant angle connection between a wood beam and a pillar | |
AT522359B1 (en) | Connection device for non-positive connection of at least two precast concrete parts | |
DE2732183A1 (en) | Reinforced concrete units end butt joint - involves bolt with nuts through slit inside and outside loop shackle | |
EP3835501B1 (en) | Arrangement for connecting a structural part with a frontal exterior part | |
EP2143851B1 (en) | Reinforcing element for absorbing forces in fringe areas of concrete slabs in the area of supporting elements | |
DE69613978T2 (en) | CONNECTION OF CONCRETE ELEMENTS | |
EP2336446A2 (en) | Hinged shutter element for joints | |
AT406592B (en) | Load-bearing construction for structures | |
DE202016105596U1 (en) | Structure and buildings | |
AT400465B (en) | FORMWORK AND METHOD FOR POURING A CONCRETE CONTAINER | |
WO2024193845A1 (en) | Foundation structure consisting of a reinforced concrete foundation and a support body having a connection arrangement | |
DE2903922C2 (en) | Device for releasably connecting beams |
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 04H 12/22 A, 7E 04B 1/21 B |
|
17P | Request for examination filed |
Effective date: 20020417 |
|
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: 20040416 |
|
17Q | First examination report despatched |
Effective date: 20040416 |
|
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 |
|
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 |
|
REF | Corresponds to: |
Ref document number: 50015295 Country of ref document: DE Date of ref document: 20080918 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ALDO ROEMPLER PATENTANWALT |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: EP Ref document number: 20080402885 Country of ref document: GR |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2311445 Country of ref document: ES Kind code of ref document: T3 |
|
PLBI | Opposition filed |
Free format text: ORIGINAL CODE: 0009260 |
|
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: 20090106 |
|
PLAX | Notice of opposition and request to file observation + time limit sent |
Free format text: ORIGINAL CODE: EPIDOSNOBS2 |
|
26 | Opposition filed |
Opponent name: PEIKKO FINLAND OY Effective date: 20090504 |
|
NLR1 | Nl: opposition has been filed with the epo |
Opponent name: PEIKKO FINLAND OY |
|
PLBB | Reply of patent proprietor to notice(s) of opposition received |
Free format text: ORIGINAL CODE: EPIDOSNOBS3 |
|
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: 20090630 |
|
PLBD | Termination of opposition procedure: decision despatched |
Free format text: ORIGINAL CODE: EPIDOSNOPC1 |
|
PLBP | Opposition withdrawn |
Free format text: ORIGINAL CODE: 0009264 |
|
PLBM | Termination of opposition procedure: date of legal effect published |
Free format text: ORIGINAL CODE: 0009276 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: OPPOSITION PROCEDURE CLOSED |
|
27C | Opposition proceedings terminated |
Effective date: 20101127 |
|
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: 20080806 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 17 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 18 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DK Payment date: 20190624 Year of fee payment: 20 Ref country code: NL Payment date: 20190619 Year of fee payment: 20 Ref country code: IE Payment date: 20190621 Year of fee payment: 20 Ref country code: IT Payment date: 20190619 Year of fee payment: 20 Ref country code: LU Payment date: 20190619 Year of fee payment: 20 Ref country code: FI Payment date: 20190618 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GR Payment date: 20190619 Year of fee payment: 20 Ref country code: BE Payment date: 20190619 Year of fee payment: 20 Ref country code: SE Payment date: 20190624 Year of fee payment: 20 Ref country code: FR Payment date: 20190625 Year of fee payment: 20 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 50015295 Country of ref document: DE Representative=s name: PATENTANWAELTE OLBRICHT, BUCHHOLD, KEULERTZ PA, DE |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20190624 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20190624 Year of fee payment: 20 Ref country code: AT Payment date: 20190618 Year of fee payment: 20 Ref country code: GB Payment date: 20190624 Year of fee payment: 20 Ref country code: ES Payment date: 20190723 Year of fee payment: 20 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R071 Ref document number: 50015295 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MK Effective date: 20200601 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EUP Expiry date: 20200602 |
|
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: 20200601 |
|
REG | Reference to a national code |
Ref country code: FI Ref legal event code: MAE |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MK9A |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: EUG |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MK Effective date: 20200602 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK07 Ref document number: 403789 Country of ref document: AT Kind code of ref document: T Effective date: 20200602 |
|
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: 20200601 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20200925 |
|
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 EXPIRATION OF PROTECTION Effective date: 20200603 Ref country code: IE Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20200602 |