EP3231952A1 - Thermally insulating component - Google Patents
Thermally insulating component Download PDFInfo
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- EP3231952A1 EP3231952A1 EP17166057.4A EP17166057A EP3231952A1 EP 3231952 A1 EP3231952 A1 EP 3231952A1 EP 17166057 A EP17166057 A EP 17166057A EP 3231952 A1 EP3231952 A1 EP 3231952A1
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- European Patent Office
- Prior art keywords
- component according
- insulating body
- steel
- steel profile
- pull
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- 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
- E04B1/003—Balconies; Decks
- E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
Definitions
- the invention relates to a thermally insulating component for the force-transmitting connection of a cantilever to a building ceiling or a building wall according to the preamble of claim 1.
- Thermally insulating components are known from the prior art, which produce a force-transmitting connection of a component to a building, in particular a cantilever to a building ceiling or a building wall.
- a component in particular a cantilever to a building ceiling or a building wall.
- Such components are complicated and therefore expensive to manufacture.
- the installation of reinforcements for absorbing lateral forces and moment forces in the device is complicated.
- such devices are not very flexible in their length adjustment.
- the task initiating the present invention results in the further development of a generic component which has a simple structure and nevertheless reliably absorbs all loads occurring. Furthermore, the device should be suitable for supported and unsupported cantilever elements and be quickly adaptable to predetermined length requirements.
- the solution of the problem is achieved with a thermally insulating component in that the number of pull-out protection corresponds to at least twice the number of steel profiles.
- the pull-out protection has in the vertical direction at least one projection, for example a pin or a hook, which are cast into the concrete and therefore represent a high resistance in the extension direction.
- the safety catch is in each case a front plate arranged on the end faces of the steel profile, which projects beyond the cross section of the steel profile. Stress tests have surprisingly shown that the face plates reliably prevent removal of the steel profiles from the cantilever alone without further pull-out.
- the end plates also serve as a closure of the open ends of the steel profiles and therefore fulfill a double benefit. Additional pull-out safety devices can, but do not have to be present on the steel profiles.
- the invention is preferably characterized by the fact that the pull-out safety device is a U-shaped bracket whose inside width corresponds to the width of the steel profile.
- a U-bracket has the advantage that it can be easily produced from a steel rod and can project beyond the steel profile on opposite sides. By dimensioning the clear width of the U-bracket both legs can be attached to the steel profile.
- At least two pull-out fuses are mounted one behind the other on each side of the steel profile, whereby an outer and an inner pull-out protection on the steel profile is present.
- the provision of a pair of pull-out safeties increases their effect.
- a connecting rod which connects the U-bracket pair to the bends and the steel profiles, a force profile is formed, which is extremely stable and meets all the requirements of a connection element.
- the leg ends of the outer U-bracket serve as a holder for a clamp in the steel profile clip.
- the invention is also preferably characterized in that the steel profile projects beyond the insulating body on both sides by at most 20 cm and preferably by at most 16 cm. Since the insulating body usually has a thickness of about 8 cm, it follows that the steel profile has a length between 30 and 70 cm and preferably between 40 and 60 cm. In order to prevent the formation of cold bridges, the steel profile must be made of a poorly heat-conducting steel. These are highly alloyed stainless steels, which have a high material price compared to structural steels. Therefore, it is desirable to keep the steel profiles as short as possible.
- the steel profile is a square tube.
- the square tube is characterized by a high lateral stability. Due to the closed cavity inside the pipe, it can be filled with insulating material and it can also extension profiles are inserted into this. By filling with insulating material, the insulating properties of the device can be improved.
- the end plate abuts against the outer U-bracket.
- the front plate then serves as a reinforcing element for the protruding legs of the outer U-bracket. Act on the hinged to the steel profile yoke very high tensile forces, so their protruding leg ends are reinforced by the face plate on which they rest. A bending of the leg ends is therefore reliably prevented by the end plate. Since the face plate projects beyond the steel profile along the circumference, it serves, as already described above, in particular as a safety catch.
- the face plate has a square shape but may also have other shapes, provided that the projecting leg ends are reinforced by the face plate.
- an offset element is attached to the end faces of the steel profile.
- the offset element is an angled square tube, which has a substantially Z-shaped configuration.
- the outer dimensions of the offset element are adapted to the inner dimensions of the square tube, whereby the offset element can be inserted into the square tube.
- the connection can be made for example by welding.
- the length of the vertical part of the offset element corresponds to the offset, so that a stepless connection of a cantilever plate is made possible.
- the plurality of steel profiles penetrate in the upper half of the insulating body and a plurality of pressure elements penetrate the insulating body in the lower half of the insulating body, wherein the pressure elements each comprise a first part and a second part, which parts are plugged into each other.
- the pressure element is therefore particularly easy to integrate in the insulating body, even if it has ends with enlarged cross-section. Pressure elements must then be integrated into the insulating body, if the cantilever is not supported by external supports and therefore pressure forces must be transmitted through the device from the cantilever to the building.
- the first and second part each comprise a first and second tube piece, wherein the opposite end faces of the pipe pieces are connected to covers whose cross-section is widened relative to the cross section of the pipe pieces.
- the covers with enlarged pressure receiving surfaces allow an improved and complete transfer of the pressure force of the cantilever to the building or the building ceiling.
- the bipartite of the pressure element allows the recording of the pressure element in the insulating body, regardless of the extent in which the covers project beyond the pipe sections.
- the pressure element is made of stainless steel.
- the pipe sections may have a circular cross section or a polygonal cross section, in particular a square cross section.
- the cross section of the first and second tube piece are dimensioned such that the tube pieces are plugged into each other, wherein the distance between the covers in the assembled state of the pressure element substantially corresponds to the thickness of the insulating body.
- the pressure element is filled with an insulating material, which is made possible by its bipartite, the device is well insulated even in the area of the printing elements.
- a leaf spring is attached to the ends of the steel profile and between the outer pull-out protection and the leaf spring, a clamping yoke can be suspended.
- the leaf spring makes it possible that it does not already have to be fastened thereto during the manufacture of the component, but it can only be subsequently attached to it. This facilitates the transport and installation of the device.
- the square tube and the drawbar can be made of different materials. It is preferred if the steel profile made of a high-alloy stainless steel and the clamping yoke made of a non-alloyed or low alloy steel.
- foam inserts are arranged on the vertical sides of the square tube.
- horizontal displacements of the cantilever can be damped. This is particularly important in terms of improved earthquake resistance of the structure in which the device is integrated, of importance.
- FIGS. 1 to 6 a thermally insulating component for the force-transmitting connection of a cantilever to a building ceiling or building wall.
- the component is designated overall by the reference numeral 11.
- the component serves as a connection element of the cantilever to a building.
- the resulting by the cantilever tensile, compressive and shear forces are introduced through the device 11 in the building.
- the device 11 acts heat-insulating against the cantilever.
- the component 11 comprises an insulating body 13, which preferably has a cuboid shape and can be made of a heat-insulating material, such as a foamed plastic, glass wool or rock wool.
- the insulating body 13 is penetrated by a plurality of steel profiles. Because steel profiles are used as reinforcement elements instead of rods, tensile and shear forces can be absorbed by the steel profiles without the need for additional reinforcing elements.
- the steel profiles can therefore also be referred to as force profiles.
- Particularly stable steel profiles have proven with rectangular or square cross-section. In the case of the two embodiments of the component 11 shown, the steel profiles are thus square tubes 15. Of course, other polygonal or round tubes are also conceivable than steel profiles. Since steel profiles usually have no projections or elevations along their longitudinal extent, they can be pulled out by tensile load from the concrete elements adjacent to the component. To prevent this, 15 pull-out protection in the form of U-brackets 17 are permanently attached to the square tubes, in particular welded.
- an outer U-bracket 17a and an inner U-bracket 17b are attached to each side of the square tube 15.
- the U-bracket 17 have two legs, the clear width of the width of the square tubes 15 correspond.
- both legs of the U-bracket 17 can be attached to the sides of the square tubes 15.
- the legs of the U-bracket 17 extend beyond the square tubes. As a result, an extraction resistance is secured above and below the square tubes 15.
- Each outer and inner U-bracket 17a, 17b of a bracket pair are connected to a connecting rod 19, whereby the stability of the safety catch is increased and a cracking in the concrete is prevented, since the outer and inner U-bracket 17a, 17b do not move relative to each other can.
- the component 11 is manufactured in various required lengths between 1 and 4 meters. Depending on the loads, which are to be expected in the building, per meter meter 11 between 2 and 6 square tubes 15 are inserted into the insulating body 13. Thus, the device 11 in particular at greater lengths during the Transport and installation by bending is not damaged, the individual square tubes are connected to both sides of the insulating body 13 with a longitudinal bar The longitudinal bar 21 is welded to the square tubes 15 and / or to the inner U-brackets 17b. As weather protection, the upper side of the insulating body 13 may be covered with a plastic rail.
- a component 11 with a length of more than one meter is produced by connecting a plurality of insulating bodies 13 each one meter in length, in particular by gluing them, and shortening one of the insulating bodies 13 to the desired level.
- the square tubes 15 are filled with an insulating material 23 and sealed with plugs 25.
- the square tubes 15 have only a length of about 40 cm, since at the ends of the square tubes 15 each a yoke 27 is suspended.
- This two-part construction has several advantages.
- the tensile reinforcement does not have to be made entirely of expensive, poorly heat-conducting stainless steel, but only the square tubes 15.
- the clamping yokes 27 can be made of a low-alloyed or unalloyed structural steel, since the thermal conductivity plays no role in the concrete elements.
- the transport and installation of the component if the clamping yoke 27 are not part of the device 11 from the outset easier. For attaching the drawbar 27 this is clamped between the protruding legs of the outer U-bracket 17 a and a leaf spring 29.
- the leaf spring 29 is preferably Z-shaped and attached to the top of the square tube 15.
- the offset element 31 serves to connect a cantilever to a building, wherein the cantilever has a height which is higher than the height of the insulating body 13.
- the raised cantilever can then, for example, continuously aligned with the top of a building ceiling.
- the offset element 31 comprises a first and a second horizontal part 33a, 33b and a vertical part 35, which connects the two horizontal parts 33a, 33b.
- the offset element 31 is thus substantially Z-shaped.
- the offset element 31 consists of an angled square tube, wherein the outer dimensions of the second horizontal portion 33b are dimensioned such that it can be inserted into the square tube 15.
- the square tube 15 closes in the present embodiment on the side at which the offset element 31 is inserted, flush with the insulating body 13 from.
- the vertical part 35 abut against the insulating body 13 and the square tube 15.
- the first horizontal part 33a serves as a carrier for the U-brackets 17a, 17b and the leaf spring 29.
- the offset element 31 so the force profile is offset on one side upwards.
- the offset height is preferably between 80 and 140 mm.
- pressure elements 37 must be arranged in the insulating body 13 below the force profiles.
- the pressure elements 37 absorb the compressive forces exerted by the cantilever plate on the insulating body, and forward the pressure forces to the building ceiling or the building wall.
- the pressure elements 37 may be arranged directly below the square tubes 15 or offset to these the insulating body 13 penetrate.
- the pressure element 37 is preferably designed in two parts and comprises a first part 39 and a second part 41.
- the first and the second part are preferably tubular pieces, for example with a square or round cross-section, the outer dimensions of which are dimensioned such that the first and second parts 39 , 41 into each other.
- the opposite end faces of the pipe sections are covered with covers 43.
- the covers 43 project beyond the cross section of the pipe sections in order to provide an enlarged receiving surface for the pressure loads.
- the covers 43 also act as abutment surfaces on the insulating body 13 with their projections.
- the first part 39 preferably has a length which essentially corresponds to the thickness of the insulating body 13.
- the pressure element 37 can be easily arranged in the insulating body, since the first and second parts 39,41 can be plugged from two sides into the insulating body.
- the interior of the pressure element 37 may be filled by the open design with an insulating material.
- FIGS. 7 to 9 another embodiment is shown.
- the plug 25 is replaced by a front plate 45.
- the end plates 45 are welded to the ends of the square tube 15 and project beyond the square tube 15 on all sides by about 2 cm.
- the outer U-bracket 17a is applied to the end plate 45 and closes flush with the protruding legs of the U-bracket 17a, as in particular FIG. 9 is shown.
- the front plate 45 reinforces the protruding legs, whereby bending of the legs is prevented, even if a very large tensile force acts on the supernatant of the legs by the hinged clamping yoke 27.
- the circumferential projection of the end plate 45 on the square tube 15 causes a further extraction safety of the force profile.
- two longitudinal bars 21 can be arranged above and below the square tube 15 on each side of the component 11.
- the longitudinal bars 21 may also be arranged in front of or behind the inner U-bracket 17b.
- the longitudinal bars may be welded to the inner U-bracket 17b and / or to the sides of the square tube 15.
- the longitudinal bars 21 alone can not provide sufficient safety catch, since the supernatant of the square tubes 15 is too small and the longitudinal bars 21 are naturally round in cross section. However, you can still improve the pull-out safety of the other pull-out fuses 17a, 17b, 45.
- FIGS. 10 to 12 a further particularly preferred embodiment of the device 11 is shown.
- Load tests have shown that the U-brackets 17a, 17b are not necessarily required for a reliable pull-out protection when the end plates 45 are arranged on the end faces of the square tubes 15.
- the end plates project beyond all four sides of the square tube 15. This results in a secure hold of the cantilever on the square tubes 15, even without the U-bracket 17a, 17b would be present.
- a circumferential projection of the end plate 45 of the square tube 15 of 1 to 3 cm.
- the device 11 is shown without pressure element 37. This embodiment is therefore intended for supported cantilever or cantilevers. It could in this embodiment of the FIGS. 10 to 12 However, 37 also be provided pressure elements.
- FIGS. 10 to 12 are also shown as weather protection during transport of the device 11 acting plastic rails 47.
- the plastic rails 47 are attached to the top and at the bottom of the insulating body 13. Before installing the device 11, the plastic rail 47 is removed.
- foam inserts 49 may be attached, as the FIG. 10 shows.
- the foam inserts 49 serve to accommodate or dampen horizontal displacements of the cantilever.
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Abstract
Die Erfindung betrifft ein thermisch isolierendes Bauelement (11) für den kraftübertragenden Anschluss einer Kragplatte an eine Gebäudedecke oder eine Gebäudewand mit einem Isolierkörper (13) zur Anordnung zwischen der Kragplatte und der Gebäudedecke oder der Gebäudewand und einer Mehrzahl von Stahlprofilen (15), welche den Isolierkörper (13) durchdringen. Zu beiden Seiten des Isolierkörpers (13) sind an der Mehrzahl von Stahlprofilen (15) Auszugssicherungen (17a),(17b) unlösbar befestigt, welche das Profil (15) an wenigstens einer Stelle überragen.The invention relates to a thermally insulating component (11) for the force - transmitting connection of a cantilever to a building ceiling or a building wall with an insulating body (13) for arrangement between the cantilever and the building ceiling or the building wall and a plurality of steel profiles (15), which Penetrate insulating body (13). On both sides of the insulating body (13) pull-out retainers (17a), (17b) are non-releasably attached to the plurality of steel profiles (15) which project beyond the profile (15) at at least one point.
Description
Die Erfindung betrifft ein thermisch isolierendes Bauelement für den kraftübertragenden Anschluss einer Kragplatte an eine Gebäudedecke oder eine Gebäudewand gemäss Oberbegriff des Anspruchs 1.The invention relates to a thermally insulating component for the force-transmitting connection of a cantilever to a building ceiling or a building wall according to the preamble of claim 1.
Aus dem Stand der Technik sind thermisch isolierende Bauelemente bekannt, welche einen kraftübertragenden Anschluss eines Bauteils an einen Baukörper, insbesondere einer Kragplatte an eine Gebäudedecke oder eine Gebäudewand herstellen. Solche Bauelemente sind jedoch kompliziert aufgebaut und dementsprechend aufwendig in der Herstellung. Insbesondere der Einbau von Bewehrungen zur Aufnahme von Querkräften und Momentkräften in das Bauelement ist kompliziert. Auch sind solche Bauelemente wenig flexibel in ihrer Längenanpassung.Thermally insulating components are known from the prior art, which produce a force-transmitting connection of a component to a building, in particular a cantilever to a building ceiling or a building wall. However, such components are complicated and therefore expensive to manufacture. In particular, the installation of reinforcements for absorbing lateral forces and moment forces in the device is complicated. Also, such devices are not very flexible in their length adjustment.
Aus den Nachteilen des beschriebenen Stands der Technik resultiert die die vorliegende Erfindung initiierende Aufgabe ein gattungsgemässes Bauelement weiterzuentwickeln, welches einfach aufgebaut ist und trotzdem alle auftretenden Belastungen zuverlässig aufnimmt. Ferner soll das Bauelement für gestützte und ungestützte Kragelemente geeignet sein und an vorgegebene Längenanforderungen rasch anpassbar sein.From the disadvantages of the described prior art, the task initiating the present invention results in the further development of a generic component which has a simple structure and nevertheless reliably absorbs all loads occurring. Furthermore, the device should be suitable for supported and unsupported cantilever elements and be quickly adaptable to predetermined length requirements.
Die Lösung der gestellten Aufgabe gelingt bei einem thermisch isolierenden Bauelement dadurch, dass die Anzahl der Auszugssicherungen wenigstens der doppelten Anzahl der Stahlprofile entspricht. Dadurch, dass das Stahlprofil in Längserstreckung geradlinig ist und keine Erhebungen besitzt, läuft es Gefahr, dass es durch Zugbelastungen aus der Kragplatte oder den Gebäudeelementen gezogen wird. Diese Gefahr des Ausziehens wird durch das Vorsehen von Auszugssicherungen zuverlässig vermieden. Die Auszugssicherung hat in vertikaler Richtung wenigstens einen Überstand, beispielsweise einen Stift oder einen Haken, welche in den Beton eingegossen sind und daher in Auszugsrichtung einen hohen Widerstand darstellen.The solution of the problem is achieved with a thermally insulating component in that the number of pull-out protection corresponds to at least twice the number of steel profiles. The fact that the steel profile in the longitudinal direction is straight and has no elevations, there is a risk that it is pulled by tensile loads from the cantilever or the building elements. This danger of undressing is reliably prevented by the provision of extract safety devices. The pull-out protection has in the vertical direction at least one projection, for example a pin or a hook, which are cast into the concrete and therefore represent a high resistance in the extension direction.
In einer besonders bevorzugten Ausführungsform der Erfindung ist die Auszugssicherung jeweils eine an den Stirnseiten des Stahlprofils angeordnete Stirnplatte, welche den Querschnitt des Stahlprofils überragt. Belastungstests haben in überraschender Weise gezeigt, dass die Stirnplatten alleine ohne weitere Auszugssicherungen ein Ausziehen der Stahlprofile aus der Kragplatte zuverlässig verhindern. Die Stirnplatten dienen zusätzlich als Verschluss der offenen Enden der Stahlprofile und Erfüllen daher einen doppelten Nutzen. Zusätzliche Auszugssicherungen können, müssen aber nicht an den Stahlprofilen vorhanden sein.In a particularly preferred embodiment of the invention, the safety catch is in each case a front plate arranged on the end faces of the steel profile, which projects beyond the cross section of the steel profile. Stress tests have surprisingly shown that the face plates reliably prevent removal of the steel profiles from the cantilever alone without further pull-out. The end plates also serve as a closure of the open ends of the steel profiles and therefore fulfill a double benefit. Additional pull-out safety devices can, but do not have to be present on the steel profiles.
Die Erfindung zeichnet sich bevorzugt dadurch aus, dass die Auszugssicherung ein U-Bügel ist, dessen lichte Weite der Breite des Stahlprofils entspricht. Ein U-Bügel bietet den Vorteil, dass er aus einer Stahlstange unkompliziert herstellbar ist und das Stahlprofil an gegenüberliegenden Seiten überragen kann. Durch die Dimensionierung der lichten Weite des U-Bügels können beide Schenkel an dem Stahlprofil befestigt werden.The invention is preferably characterized by the fact that the pull-out safety device is a U-shaped bracket whose inside width corresponds to the width of the steel profile. A U-bracket has the advantage that it can be easily produced from a steel rod and can project beyond the steel profile on opposite sides. By dimensioning the clear width of the U-bracket both legs can be attached to the steel profile.
Als zweckdienlich hat es sich erwiesen, wenn die Schenkel des U-Bügels das Stahlprofil überragen. Auch überragt die Biegung des U-Bügels das Stahlprofil zwangsläufig. Der beidseitige Überstand des U-Bügels führt zu einer zuverlässigen Auszugssicherung des Stahlprofils. Erst durch die Zerstörung und das Ausbrechen von Beton könnte das Stahlprofil aus der Kragplatte bzw. der Gebäudedecke gezogen werden.As it has proven useful when the legs of the U-bracket project beyond the steel profile. Also, the bend of the U-bracket overhangs the steel profile inevitably. The two-sided projection of the U-bracket leads to a reliable pull-out protection of the steel profile. Only by the destruction and breaking out of concrete, the steel profile could be pulled out of the cantilever or the building ceiling.
Zweckmässigerweise sind an jeder Seite des Stahlprofils wenigstens zwei Auszugssicherungen hintereinander befestigt, wodurch eine äussere und eine innere Auszugssicherung an dem Stahlprofil vorhanden ist. Das Vorsehen eines Paares von Auszugssicherungen erhöht deren Wirkung. Zusammen mit einem Verbindungsstab, welcher das U-Bügel-Paar an den Biegungen verbindet und den Stahlprofilen ist ein Kraftprofil gebildet, welches äusserst stabil ist und alle Anforderungen eines Anschlusselements erfüllt. Zudem dienen die Schenkelenden des äusseren U-Bügels als Halterung für einen in das Stahlprofil einhängbaren Zugbügel.Conveniently, at least two pull-out fuses are mounted one behind the other on each side of the steel profile, whereby an outer and an inner pull-out protection on the steel profile is present. The provision of a pair of pull-out safeties increases their effect. Together with a connecting rod, which connects the U-bracket pair to the bends and the steel profiles, a force profile is formed, which is extremely stable and meets all the requirements of a connection element. In addition, the leg ends of the outer U-bracket serve as a holder for a clamp in the steel profile clip.
Die Erfindung zeichnet sich auch bevorzugt dadurch aus, dass das Stahlprofil den Isolierkörper zu beiden Seiten um höchstens 20 cm und bevorzugt um höchstens 16 cm überragt. Da der Isolierkörper zumeist eine Dicke von etwa 8 cm aufweist folgt daraus, dass das Stahlprofil eine Länge zwischen 30 und 70 cm und bevorzugt zwischen 40 und 60 cm besitzt. Um die Bildung von Kältebrücken zu verhindern, muss das Stahlprofil aus einem schlecht wärmeleitenden Stahl hergestellt sein. Dies sind hoch legierte Edelstähle, welche im Vergleich zu Baustählen einen hohen Materialpreis besitzen. Deshalb ist es anzustreben, die Stahlprofile möglichst kurz zu halten.The invention is also preferably characterized in that the steel profile projects beyond the insulating body on both sides by at most 20 cm and preferably by at most 16 cm. Since the insulating body usually has a thickness of about 8 cm, it follows that the steel profile has a length between 30 and 70 cm and preferably between 40 and 60 cm. In order to prevent the formation of cold bridges, the steel profile must be made of a poorly heat-conducting steel. These are highly alloyed stainless steels, which have a high material price compared to structural steels. Therefore, it is desirable to keep the steel profiles as short as possible.
In einer besonders bevorzugten Ausführungsform der Erfindung ist das Stahlprofil ein Vierkantrohr. Wenngleich auch Stahlprofile mit anderen gängigen Querschnitten denkbar sind, zeichnet sich das Vierkantrohr durch eine hohe Querstabilität aus. Durch den geschlossenen Hohlraum innerhalb des Rohres lässt es sich mit Dämmmaterial füllen und es können auch Verlängerungsprofile in dieses gesteckt werden. Durch die Befüllung mit Dämmmaterial lassen sich die isolierenden Eigenschaften des Bauelements verbessern.In a particularly preferred embodiment of the invention, the steel profile is a square tube. Although steel profiles with other common cross-sections are conceivable, the square tube is characterized by a high lateral stability. Due to the closed cavity inside the pipe, it can be filled with insulating material and it can also extension profiles are inserted into this. By filling with insulating material, the insulating properties of the device can be improved.
In einer weiteren bevorzugten Ausführungsform der Erfindung liegt die Stirnplatte an dem äusseren U-Bügel an. Die Stirnplatte dient dann auch als Verstärkungselement für die überstehenden Schenkel des äusseren U-Bügels. Wirken auf den an dem Stahlprofil eingehängten Zugbügel sehr hohe Zugkräfte, so sind deren überstehende Schenkelenden von der Stirnplatte verstärkt, an der sie anliegen. Ein Verbiegen der Schenkelenden ist durch die Stirnplatte daher zuverlässig verhindert. Da die Stirnplatte das Stahlprofil entlang des Umfangs überragt, dient es, wie weiter oben bereits beschrieben, insbesondere als Auszugssicherung. Bevorzugt besitzt die Stirnplatte eine quadratische Form kann aber auch andere Formen besitzen, vorausgesetzt die überstehenden Schenkelenden sind durch die Stirnplatte verstärkt.In a further preferred embodiment of the invention, the end plate abuts against the outer U-bracket. The front plate then serves as a reinforcing element for the protruding legs of the outer U-bracket. Act on the hinged to the steel profile yoke very high tensile forces, so their protruding leg ends are reinforced by the face plate on which they rest. A bending of the leg ends is therefore reliably prevented by the end plate. Since the face plate projects beyond the steel profile along the circumference, it serves, as already described above, in particular as a safety catch. Preferably, the face plate has a square shape but may also have other shapes, provided that the projecting leg ends are reinforced by the face plate.
In einer weiteren bevorzugten Ausführungsform der Erfindung ist an den Stirnseiten des Stahlprofils jeweils ein Versatzelement befestigt. Das Vorsehen eines Versatzelements ermöglicht es, dass eine Kragplatte stufenlos durch das Bauelement an einer Gebäudedecke anschliessbar ist, auch wenn die Gebäudedecke höher als der Isolierkörper des Bauelements ist. Dadurch, dass sich das Versatzelement in das Vierkantrohr stecken lässt, ist ein Bauelement mit Versatzoption sehr einfach herstellbar. Im Gegensatz zu einem kreisrunden Querschnitt lässt sich das Versatzelement nicht in dem Vierkantrohr verdrehen. Denkbar ist es auch, das Versatzelement mit dem Stahlprofil zu verschweissen.In a further preferred embodiment of the invention, in each case an offset element is attached to the end faces of the steel profile. The provision of an offset element makes it possible that a cantilever plate is steplessly connected by the device to a building ceiling, even if the building ceiling is higher than the insulating body of the device. The fact that the offset element can be plugged into the square tube, a component with offset option is very easy to produce. In contrast to a circular cross section, the offset element can not be in the square tube twist. It is also conceivable to weld the offset element to the steel profile.
Zweckmässigerweise ist das Versatzelement ein abgewinkeltes Vierkantrohr, welches im Wesentlichen eine Z-förmige Gestalt besitzt. Die Aussenabmessungen des Versatzelements sind an die Innenabmessungen des Vierkantrohres angepasst, wodurch sich das Versatzelement in das Vierkantrohr stecken lässt. Die Verbindung kann beispielsweise durch Verschweissen hergestellt sein. Die Länge des Vertikalteils des Versatzelementes entspricht dem Versatz, damit ein stufenloser Anschluss einer Kragplatte ermöglicht ist.Conveniently, the offset element is an angled square tube, which has a substantially Z-shaped configuration. The outer dimensions of the offset element are adapted to the inner dimensions of the square tube, whereby the offset element can be inserted into the square tube. The connection can be made for example by welding. The length of the vertical part of the offset element corresponds to the offset, so that a stepless connection of a cantilever plate is made possible.
In einer weiteren besonders bevorzugten Ausführungsform der Erfindung durchdringen die Mehrzahl von Stahlprofilen in der oberen Hälfte des Isolierkörpers diesen und eine Mehrzahl von Druckelementen durchdringen den Isolierkörper in der unteren Hälfte des Isolierkörpers, wobei die Druckelemente jeweils ein erstes Teil und ein zweites Teil umfassen, welche Teile ineinander steckbar sind. Das Druckelement ist daher besonders einfach in dem Isolierkörper integrierbar, auch wenn es Enden mit vergrössertem Querschnitt besitzt. Druckelemente müssen dann in den Isolierkörper integriert werden, wenn die Kragplatte nicht durch externe Stützen gestützt ist und deshalb Druckkräfte durch das Bauelement von der Kragplatte auf das Gebäude übertragen werden müssen.In a further particularly preferred embodiment of the invention, the plurality of steel profiles penetrate in the upper half of the insulating body and a plurality of pressure elements penetrate the insulating body in the lower half of the insulating body, wherein the pressure elements each comprise a first part and a second part, which parts are plugged into each other. The pressure element is therefore particularly easy to integrate in the insulating body, even if it has ends with enlarged cross-section. Pressure elements must then be integrated into the insulating body, if the cantilever is not supported by external supports and therefore pressure forces must be transmitted through the device from the cantilever to the building.
In einer weiteren bevorzugten Ausführungsform der Erfindung umfassen das erste und zweite Teil jeweils ein erstes bzw. zweites Rohrstück, wobei die einander abgewandten Stirnseiten der Rohrstücke mit Abdeckungen verbunden sind, deren Querschnitt gegenüber dem Querschnitt der Rohrstücke erweitert ist. Die Abdeckungen mit vergrösserten Druckaufnahmeflächen ermöglichen eine verbesserte und vollständige Übertragung der Druckkraft der Kragplatte auf das Gebäude bzw. die Gebäudedecke. Die Zweiteiligkeit des Druckelements ermöglicht die Aufnahme des Druckelements in dem Isolierkörper, unabhängig von dem Ausmass in welchem die Abdeckungen die Rohrstücke überragen. Bevorzugt ist das Druckelement aus Edelstahl hergestellt. Die Rohrstücke können einen kreisförmigen Querschnitt oder einen mehrkantigen Querschnitt, insbesondere einen Vierkant-Querschnitt, aufweisen.In a further preferred embodiment of the invention, the first and second part each comprise a first and second tube piece, wherein the opposite end faces of the pipe pieces are connected to covers whose cross-section is widened relative to the cross section of the pipe pieces. The covers with enlarged pressure receiving surfaces allow an improved and complete transfer of the pressure force of the cantilever to the building or the building ceiling. The bipartite of the pressure element allows the recording of the pressure element in the insulating body, regardless of the extent in which the covers project beyond the pipe sections. Preferably, the pressure element is made of stainless steel. The pipe sections may have a circular cross section or a polygonal cross section, in particular a square cross section.
In einer weiteren besonders bevorzugten Ausführungsform der Erfindung sind der Querschnitt des ersten und zweiten Rohrstücks derart bemasst, dass die Rohrstücke ineinander steckbar sind, wobei der Abstand der Abdeckungen im zusammengesteckten Zustand des Druckelements im Wesentlichen der Dicke des Isolierkörpers entspricht. Durch dieses Konstruktionsmerkmal ist sichergestellt, dass die zu übertragenden Druckkräfte ausschliesslich auf die Druckelemente wirken und kein Druck auf den weichen Isolierkörper wirkt, auch dann, wenn die Abdeckungen an dem Isolierkörper anliegen.In a further particularly preferred embodiment of the invention, the cross section of the first and second tube piece are dimensioned such that the tube pieces are plugged into each other, wherein the distance between the covers in the assembled state of the pressure element substantially corresponds to the thickness of the insulating body. This design feature ensures that the compressive forces to be transmitted act exclusively on the pressure elements and no pressure acts on the soft insulating body, even if the covers abut the insulating body.
Dadurch, dass das Druckelement mit einem Dämmmaterial gefüllt ist, was durch dessen Zweiteiligkeit ermöglicht ist, ist das Bauelement auch im Bereich der Druckelemente gut wärmegedämmt.Characterized in that the pressure element is filled with an insulating material, which is made possible by its bipartite, the device is well insulated even in the area of the printing elements.
Mit Vorteil ist an den Enden des Stahlprofils jeweils eine Blattfeder befestigt und zwischen der äusseren Auszugssicherung und der Blattfeder ist ein Zugbügel einhängbar. Die Blattfeder ermöglichtes, dass er Zugbügel nicht schon während der Herstellung des Bauelements an diesem befestigt sein muss, sondern erst nachträglich an diesem befestigt werden kann. Dadurch erleichtern sich der Transport und der Einbau des Bauelements. Ausserdem können das Vierkantrohr und der Zugbügel aus unterschiedlichen Materialien hergestellt sein. Bevorzugt ist es, wenn das Stahlprofil aus einem hochlegierten Edelstahl und der Zugbügel aus einem unlegierten oder niedrig legierten Stahl hergestellt sind.Advantageously, a leaf spring is attached to the ends of the steel profile and between the outer pull-out protection and the leaf spring, a clamping yoke can be suspended. The leaf spring makes it possible that it does not already have to be fastened thereto during the manufacture of the component, but it can only be subsequently attached to it. This facilitates the transport and installation of the device. In addition, the square tube and the drawbar can be made of different materials. It is preferred if the steel profile made of a high-alloy stainless steel and the clamping yoke made of a non-alloyed or low alloy steel.
In einer vorteilhaften Ausführungsform der Erfindung sind an den vertikalen Seiten des Vierkantrohres Schaumstoffeinlagen angeordnet. Dadurch können horizontale Verschiebungen der Kragplatte abgedämpft werden. Dies ist insbesondere in Hinsicht auf eine verbesserte Erdbebensicherheit des Bauwerkes, in welches das Bauelement integriert ist, von Bedeutung.In an advantageous embodiment of the invention foam inserts are arranged on the vertical sides of the square tube. As a result, horizontal displacements of the cantilever can be damped. This is particularly important in terms of improved earthquake resistance of the structure in which the device is integrated, of importance.
Weitere Vorteile und Merkmale ergeben sich aus der nachfolgenden Beschreibung dreier AusfĂĽhrungsbeispiele der Erfindung unter Bezugnahme auf die schematischen Darstellungen. Es zeigen in nicht massstabsgetreuer Darstellung:
- Figur 1:
- eine axonometrische Ansicht einer ersten AusfĂĽhrungsform eines Bauelements;
- Figur 2:
- eine Draufsicht auf das Bauelement aus
Figur 1 ; - Figur 3:
- eine Schnittdarstellung des Bauelements entlang der Linie III-
III aus Figur 2 ; - Figur 4:
- eine axonometrische Ansicht einer zweiten AusfĂĽhrungsform des Bauelements;
- Figur 5:
- eine Draufsicht auf das Bauelement aus
Figur 4 ; - Figur 6:
- eine Schnittdarstellung des Bauelements entlang der Linie VI-VI aus
Figur 5 . - Figur 7:
- eine axonometrische Ansicht einer dritten AusfĂĽhrungsform des Bauelements;
- Figur 8:
- eine Draufsicht auf das Bauelement aus
Figur 7 , - Figur 9:
- eine Schnittdarstellung des Bauelements entlang der Linie IX-IX aus
Figur 8 , - Figur 10:
- eine Draufsicht einer vierten AusfĂĽhrungsform des Bauelements,
- Figur 11:
- eine Schnittdarstellung des Bauelements entlang der Linie XI-XI aus
Figur 10 und - Figur 12
- eine Seitenansicht der vierten AusfĂĽhrungsform.
- FIG. 1:
- an axonometric view of a first embodiment of a device;
- FIG. 2:
- a plan view of the device
FIG. 1 ; - FIG. 3:
- a sectional view of the device along the line III-III
FIG. 2 ; - FIG. 4:
- an axonometric view of a second embodiment of the device;
- FIG. 5:
- a plan view of the device
FIG. 4 ; - FIG. 6:
- a sectional view of the device taken along the line VI-VI
FIG. 5 , - FIG. 7:
- an axonometric view of a third embodiment of the device;
- FIG. 8:
- a plan view of the device
FIG. 7 . - FIG. 9:
- a sectional view of the device along the line IX-IX from
FIG. 8 . - FIG. 10:
- a top view of a fourth embodiment of the device,
- FIG. 11:
- a sectional view of the device along the line XI-XI
FIG. 10 and - FIG. 12
- a side view of the fourth embodiment.
In den
Das Bauelement 11 umfasst eine Isolierkörper 13, welcher bevorzugt quaderförmige Gestalt besitzt und aus einem wärmeisolierenden Material, wie einem geschäumten Kunststoff, Glaswolle oder Steinwolle hergestellt sein kann.The
Der Isolierkörper 13 ist von einer Mehrzahl von Stahlprofilen durchdrungen. Dadurch, dass als Bewehrungselemente statt Stäben Stahlprofile zum Einsatz kommen, können Zug- und Querkräfte von den Stahlprofilen aufgenommen werden, ohne dass zusätzlich Bewehrungselemente notwendig wären. Die Stahlprofile können daher auch als Kraftprofile bezeichnet werden. Als besonders stabil haben sich Stahlprofile mit rechteckigem oder quadratischem Querschnitt herausgestellt. Bei den beiden gezeigten Ausführungsformen des Bauelements 11 handelt es sich bei den Stahlprofilen also um Vierkantrohre 15. Denkbar sind natürlich auch andere mehreckige oder runde Rohre als Stahlprofile. Da Stahlprofile entlang ihrer Längserstreckung üblicherweise keine Vorsprünge bzw. Erhebungen besitzen, können sie durch Zugbelastung aus den an das Bauelement angrenzenden Betonelementen herausgezogen werden. Um dies zu verhindern, sind an den Vierkantrohren 15 Auszugsicherungen in Gestalt von U-Bügeln 17 unlösbar befestigt, insbesondere angeschweisst.The insulating
Bevorzugt sind an jeder Seite des Vierkantrohres 15 ein äussere U-Bügel 17a und ein innerer U-Bügel 17b befestigt. Dadurch wird die Auszugssicherheit der Vierkantrohre 15 aus den Betonelementen erhöht. Die U-Bügel 17 haben zwei Schenkel, deren lichte Weite der Breite der Vierkantrohre 15 entsprechen. Dadurch können beide Schenkel der U-Bügel 17 an den Seiten der Vierkantrohre 15 befestigt werden.Preferably, an outer U-bracket 17a and an inner U-bracket 17b are attached to each side of the
Die Schenkel der U-Bügel 17 überragen die Vierkantrohre. Dadurch ist ein Auszugswiderstand oberhalb und unterhalb der Vierkantrohre 15 gesichert. Jeder äussere und innere U-Bügel 17a,17b eines Bügelpaares sind mit einem Verbindungsstab 19 verbunden, wodurch die Stabilität der Auszugssicherung erhöht wird und einer Rissbildung im Beton vorgebeugt wird, da sich der äussere und innere U-Bügel 17a,17b relativ zueinander nicht bewegen können.The legs of the U-bracket 17 extend beyond the square tubes. As a result, an extraction resistance is secured above and below the
Das Bauelement 11 wird in verschiedenen benötigten Längen zwischen 1 und 4 Metern hergestellt. Je nach den Belastungen, welche in dem Bauwerk zu erwarten sind, werden pro Laufmeter Bauelement 11 zwischen 2 und 6 Vierkantrohre 15 in den Isolierkörper 13 eingesetzt. Damit das Bauelement 11 insbesondere bei grösseren Längen während dem Transport und dem Einbau durch Durchbiegung nicht beschädigt wird, sind die einzelnen Vierkantrohre zu beiden Seiten des Isolierkörpers 13 mit einem Längsstab 21 verbunden. Der Längsstab 21 ist an den Vierkantrohren 15 und/oder an den inneren U-Bügeln 17b angeschweisst. Als Witterungsschutz kann die obere Seite des Isolierkörpers 13 mit einer Kunststoffschiene abgedeckt sein. Ein Bauelement 11 mit einer Länge von mehr als einem Meter wird dadurch hergestellt, dass mehrere Isolierkörper 13 von jeweils einem Meter Länge miteinander verbunden werden, insbesondere verklebt werden und einer der Isolierkörper 13 auf das gewünschte Mass gekürzt wird.The
Zur Verbesserung der Dämmeigenschaften sind die Vierkantrohre 15 mit einem Dämmmaterial 23 gefüllt und mit Stopfen 25 verschlossen. Die Vierkantrohre 15 besitzen lediglich eine Länge von ca. 40 cm, da an den Enden der Vierkantrohre 15 jeweils ein Zugbügel 27 einhängbar ist. Diese zweiteilige Konstruktion hat mehrere Vorteile. Zum einen muss die Zugbewehrung nicht vollständig aus teurem schlecht wärmeleitendem Edelstahl hergestellt sein, sondern lediglich die Vierkantrohre 15. Die Zugbügel 27 können aus einem niedrig legierten oder unlegierten Baustahl gefertigt sein, da in den Betonelementen die Wärmeleitfähigkeit keine Rolle spielt. Zum anderen erleichtert sich der Transport und der Einbau des Bauelements, wenn die Zugbügel 27 nicht von vorne herein Teil des Bauelements 11 sind. Zum Einhängen des Zugbügels 27 wird dieser zwischen den überstehenden Schenkeln des äusseren U-Bügels 17a und einer Blattfeder 29 eingespannt. Die Blattfeder 29 ist bevorzugt Z-förmig und an der Oberseite des Vierkantrohres 15 befestigt.To improve the insulating properties, the
In den
Ist die Kragplatte ohne äussere Stützen ausgeführt, so müssen unterhalb der Kraftprofile Druckelemente 37 in dem Isolierkörper 13 angeordnet sein. Die Druckelemente 37 nehmen die Druckkräfte auf, welche die Kragplatte auf den Isolierkörper ausübt, und leiten die Druckkräfte an die Gebäudedecke bzw. die Gebäudewand weiter. Die Druckelemente 37 können direkt unterhalb der Vierkantrohre 15 angeordnet sein oder zu diesen versetzt den Isolierkörper 13 durchdringen.If the cantilever plate is designed without outer supports,
Das Druckelement 37 ist bevorzugt zweiteilig ausgeführt und umfasst ein erstes Teil 39 und ein zweites Teil 41. Das erste und das zweite Teil sind bevorzugt Rohrstücke, beispielsweise mit viereckigem oder rundem Querschnitt, deren Aussenabmessungen derart bemasst sind, dass sich das erste und zweite Teil 39,41 ineinander stecken lassen. Die einander abgewandten Stirnseiten der Rohrstücke sind mit Abdeckungen 43 abgedeckt. Die Abdeckungen 43 überragen den Querschnitt der Rohrstücke, um eine vergrösserte Aufnahmefläche für die Druckbelastungen bereit zu stellen. Die Abdeckungen 43 wirken mit ihren Überständen auch als Anschlagflächen an dem Isolierkörper 13. Dazu besitzt das erste Teil 39 bevorzugt eine Länge, welche im Wesentlichen der Dicke des Isolierkörpers 13 entspricht. Wird das zweite Teil 41 in das erste Teil 39 gesteckt, so stösst die Abdeckung des zweiten Teils 41 an dem Ende des ersten Teils 39 an. Der Abstand der gegenüberliegenden Abdeckungen 43 entspricht dann der Dicke des Isolierkörpers 13. Druckkräfte werden am Übergang der Abdeckung 43 des zweiten Teils 41 auf das Ende des ersten Teils 39 zwischen den beiden Teilen des Druckelements 37 übertragen, wodurch der Isolierkörper 13 frei von Druckkräften gehalten wird.The
Durch seine Zweiteiligkeit lässt sich das Druckelement 37 einfach in dem Isolierkörper anordnen, da das erste und zweite Teil 39,41 von zwei Seiten in den Isolierkörper steckbar sind. Ausserdern kann das Innere des Druckelements 37 durch die offene Bauweise mit einem Dämmmaterial gefüllt sein.By its bipartite, the
In den
In den
In den
In den
An den vertikalen Seiten der Isolierkörper 13 können Schaumstoffeinlagen 49 befestigt sein, wie dies die
- 1111
- Bauelementmodule
- 1313
- Isolierkörperinsulator
- 1515
- VierkantrohrSquare tube
- 17a17a
- Ă„usserer U-BĂĽgelOutside U-hanger
- 17b17b
- Innerer U-BĂĽgelInner U-hanger
- 1919
- Verbindungsstabconnecting rod
- 2121
- Längsstablongitudinal bar
- 2323
- Dämmmaterialinsulation
- 2525
- StopfenPlug
- 2727
- ZugbĂĽgelBail
- 2929
- Blattfederleaf spring
- 3131
- Versatzelementdisplacement element
- 33a,33b33a, 33b
- HorizontalteileHorizontal parts
- 3535
- Vertikalteilvertical part
- 3737
- Druckelementpressure element
- 3939
- Erstes Teil des DruckelementsFirst part of the pressure element
- 4141
- Zweites Teil des DruckelementsSecond part of the printing element
- 4343
- Abdeckungcover
- 4545
- Stirnplattefaceplate
- 4747
- KunststoffschienePlastic rail
Claims (15)
dass die Anzahl der Auszugssicherungen (17) wenigstens der doppelten Anzahl der Stahlprofile (15) entspricht.Thermally insulating component (11) for the force-transmitting connection of a cantilever to a building ceiling or a building wall with
that the number of pull-fuses (17) corresponds to at least twice the number of steel profiles (15).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH00499/16A CH712368A1 (en) | 2016-04-15 | 2016-04-15 | Thermally insulating component. |
CH00049/17A CH713371A2 (en) | 2017-01-16 | 2017-01-16 | Thermally insulating component for the force-transmitting connection of a cantilever to a building ceiling or a building wall. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3231952A1 true EP3231952A1 (en) | 2017-10-18 |
EP3231952B1 EP3231952B1 (en) | 2020-01-01 |
Family
ID=58536900
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP17166057.4A Active EP3231952B1 (en) | 2016-04-15 | 2017-04-11 | Thermally insulating component |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP4001529A1 (en) * | 2020-11-24 | 2022-05-25 | AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. | Device for prefabricated concrete parts with integrated recess for a load bearing means |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2000047834A1 (en) * | 1999-02-12 | 2000-08-17 | Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. | Device for attaching cantilever plates to a wall construction or a ceiling construction |
FR2818675A1 (en) * | 2000-12-21 | 2002-06-28 | Schock Entwicklungsgmbh | CONSTRUCTION ELEMENT FOR THERMAL INSULATION |
WO2003054313A1 (en) * | 2001-12-20 | 2003-07-03 | Sfs Locher Ag | Cantilever-slab connecting element and a cantilever-slab connecting assembly comprising a number of cantilever-slab connecting elements of this type |
-
2017
- 2017-04-11 EP EP17166057.4A patent/EP3231952B1/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2000047834A1 (en) * | 1999-02-12 | 2000-08-17 | Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. | Device for attaching cantilever plates to a wall construction or a ceiling construction |
FR2818675A1 (en) * | 2000-12-21 | 2002-06-28 | Schock Entwicklungsgmbh | CONSTRUCTION ELEMENT FOR THERMAL INSULATION |
WO2003054313A1 (en) * | 2001-12-20 | 2003-07-03 | Sfs Locher Ag | Cantilever-slab connecting element and a cantilever-slab connecting assembly comprising a number of cantilever-slab connecting elements of this type |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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EP4001529A1 (en) * | 2020-11-24 | 2022-05-25 | AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. | Device for prefabricated concrete parts with integrated recess for a load bearing means |
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