EP2700762B1 - Wooden joint - Google Patents
Wooden joint Download PDFInfo
- Publication number
- EP2700762B1 EP2700762B1 EP13450035.4A EP13450035A EP2700762B1 EP 2700762 B1 EP2700762 B1 EP 2700762B1 EP 13450035 A EP13450035 A EP 13450035A EP 2700762 B1 EP2700762 B1 EP 2700762B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- joint
- seal
- wooden
- wood
- wooden joint
- 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.)
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Links
- 239000002023 wood Substances 0.000 claims description 47
- 229910052751 metal Inorganic materials 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000000853 adhesive Substances 0.000 claims description 2
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- 239000006260 foam Substances 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 239000004411 aluminium Substances 0.000 claims 1
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000003111 delayed effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002028 premature Effects 0.000 description 2
- 239000000779 smoke Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- UGFAIRIUMAVXCW-UHFFFAOYSA-N Carbon monoxide Chemical compound [O+]#[C-] UGFAIRIUMAVXCW-UHFFFAOYSA-N 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000010439 graphite Substances 0.000 description 1
- 229910002804 graphite Inorganic materials 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002557 mineral fiber Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 239000010452 phosphate Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Images
Classifications
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
-
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2628—Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members
- E04B2001/2632—Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members with dovetail-type connections
-
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
- E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
Definitions
- the invention relates to a wood connection according to the preamble of claim 1.
- connection devices which are meanwhile customary in connection technology represent a limiting factor with regard to the fire safety of timber structures.
- the metallic connection devices are usually exposed directly to a fire. Due to the good thermal conductivity, there is a rapid heating of the metallic connecting devices. However, with increasing temperature or heat, the maximum load capacity of the respective metallic connection devices decreases increasingly, and there is a sudden failure of the connecting devices. It has been found that, as a rule, the metallic connecting devices already fail before the burning wooden components. This is usually unexpected and surprising for the surrounding and affected groups of people Injured or dead lead. Such a capacity reduction of the wood connection could, for example, a falling wooden beams, such as a roof truss result.
- the DE 20 2005 016 486 U1 describes a Fugenabdichltung between components with the features of the preamble of claim 1, wherein in the region of a joint between adjacent components, a material is arranged, which swells when exposed to heat and the joint seals against smoke and flames.
- a door frame is known in which strips are attached to the joints, which should seal the joint against smoke passage in tape or heat.
- the EP 51 319 A2 discloses a post having a metal core and a plurality of wooden parts completely enveloping it. In the gaps between the wood parts conventional seals are arranged.
- the WO 2005/078205 A1 describes a self-centering wood connection, wherein conventional seals are arranged in the joints.
- the object of the invention is therefore to provide a wood connection of the type mentioned, with which the mentioned disadvantages can be avoided, with which the fire resistance of a timber structure, in particular a wood connection, can be improved. This is achieved by the features of claim 1 according to the invention.
- the fire resistance of a timber structure in particular a wood connection
- This can prevent the premature failure of a wood connection in the event of heat or fire.
- it is possible to protect the part recognized as the weakest part of a wood connection in the event of fire with little effort.
- a heat-related capacity reduction of the wood connection can be delayed or prevented.
- the period of time which a timber structure as such survives during a fire without collapsing can be increased.
- the Fig. 1 and 2 each show a preferred embodiment of a Wood connection 1 comprising at least a first wooden component 2, a second wooden component 3 and at least one connecting device 4, wherein the first wooden component 2 is connected to the second wooden component 3 by means of the connecting device 4 to form a joint 5, wherein the connecting device 4 as a support the second wooden component 3, wherein in the region of the joint 5 at least partially a seal 6 is arranged, which seal 6 closes the joint 5 at an ambient temperature above a predeterminable limit temperature, the joint 5 at least in the region of the connecting device 4, to prevent a heat-related capacity reduction at the connecting device.
- the fire resistance of a timber structure in particular a timber connection 1
- This can prevent the premature failure of a wood connection 1 in the event of heat or fire.
- it is possible to protect the part recognized as the weakest part of a timber connection 1 in the event of fire with little effort.
- a heat-related reduction in capacity of the wood connection 1 can be delayed or prevented.
- the period of time which a timber structure 1 as such survives during a fire without collapsing can be increased.
- the subject invention relates to wood joints 1, therefore compound in which at least one first wood component 2 is connected to a second wood component 3. It can also be connected to each other in a wood connection 1 a higher number of wood components.
- a wood connection 1 is preferably a rigid connection, in the sense of a non-selectively articulated connection, elastic deformation of individual parts are of course possible.
- a wooden component 2, 3 is preferably a structural element, such as a beam, a beam, a post, a post or the like, comprising wood or, in particular, of wood. The term component in particular does not refer to an entire building part.
- the connecting device 4 carries as bearing the second timber member 3.
- the weight of the second timber member 3 and the further acting on these forces are therefore transmitted via the connecting device 4 on the first timber member 2.
- the second Wooden component 3 at a further area, in particular at a further end, on a - not shown - third wooden component rests, according to the statically well-known "carrier on two supports", it can also be provided a higher number of supports on which the second wooden component 3 is arranged or a freely suspended mounting of the second wooden component 3 on only a single connecting device. 4
- the wood connection 1 is designed as a load-bearing node connection. This is also referred to as a load-bearing connection, or as a connection-bearing wood components 2, 3rd
- a load-bearing connection is understood to be a connection in which the forces caused by the second wooden component 3 and the forces acting on them are transmitted to the first wooden component 2 via the at least one connecting device 1.
- the connecting means 4 is preferably designed as a beam support device.
- the wood connection 1 is part of a framework, in particular a framework and / or a latch construction.
- the individual wood components 2, 3 thereby form the rods of such a framework, and thus the supporting elements of the framework, the surfaces between them are not supporting, and can be filled in the rule in any way.
- Such a trained structure is therefore stable even without the filled areas and / or stable, in contrast to the plate construction.
- the wood connection 1 will be described as a connection of a first wooden component 2 and a second wooden component 3.
- the first timber component 2 and the second timber component 3 are connected by means of at least one connecting device 4.
- the connecting device 4 as a metal part, in particular comprising aluminum or steel, is formed.
- metallic connecting device 4 a connection between the two wooden components 2, 3 can be quickly created, without them, as in metal-free wood joints 1 each have to be processed consuming.
- the connecting device 4 is formed such that this allows a quick and easy assembly of the correspondingly prepared timber components 2, 3 on the construction site. Therefore, that the corresponding timber components 2, 3 can be prepared by about parts of the provided connecting device 4 attached to at least one of the two timber members 2, 3, about screwed, and make appropriate preparations to the other timber member 2, 3, and the actual Making the wood connection 1 can be done in a short time, and no lengthy holding the individual wooden components 2, 3 to form the wood connection requires.
- first wooden component 2 is connected to the second wooden component 3 by means of the connecting device 4 to form a joint 5.
- the two wooden components can be assembled quickly and easily, as a game between the individual components and no additional effort is required to press one of the wooden components 2, 3 in a gap.
- the connecting device 4 is formed as a slotted plate 7, beam shoe or tongue and groove-like releasable connector 8.
- Such connecting device 4 allow a particularly simple and fast production of the actual wood connection 1, wherein in each case the corresponding steps for preparing the wooden components 2, 3 before the formation of the wood connection 1, approximately on the ground and not on a scaffolding, can be done.
- connection device 4 used itself is accessible only from the outside through the joint 5 or via the joint 5. Therefore, that the connecting device 4 is disposed substantially within the joint 5, and not outside of one of the timber beams 2, 3. This is approximately in the formation of the connecting device 4 as a slot plate 7 and especially as a tongue and groove-like releasable connector. 8 given.
- the connecting device 4 as a tongue-and-groove type releasable connector 8
- no parts are accessible from outside the joint 5.
- Such tongue and groove-like releasable connector 8 have two metal parts, wherein attached to each of the two wood components to be connected 2, 3 each one of the two metal parts, in particular screwed, and the two metal parts for producing the wood connection 1 simply pushed into each other in the loading direction can be.
- Such tongue and groove-like releasable connector 8 are for example in the patent AT 411 094 B1 described.
- a seal 6 is arranged, which seal 6 closes the joint 5 at an ambient temperature above a predetermined limit temperature, the joint 5 at least in the region of the connecting device 4, to prevent a heat-related capacity reduction at the connecting device 4.
- Die Seal 6 fills the gap 5 at least in such a way that the connecting device 4 is no longer directly accessible, and is thus protected from the direct or immediate effects of a fire or fire.
- the static or dynamic load capacity of a wooden structure which as set out above, in particular a truss can be obtained during a fire long.
- the element used in such areas, such as strips, for attaching a plate, such as a plasterboard, to a wall are considered in the sense of the present invention as non-supporting, since neither the elements in question, or connected by these with a wall plates contribute to stability of a building or building.
- the building concerned is stable even after removal of the relevant parts and satisfies the static requirements.
- the seal 6 fills the joint 5 only partially at ambient temperatures below the limit temperature. Therefore, that the seal 6 at ambient temperatures below the limit temperature leaves the joint 5 so free that still a simple assembly of the two wooden components 2, 3 under play is possible without damaging the seal 6 or rubbing against this.
- the seal 6 can also be fastened before the final assembly of the two wooden components in the region of the joint 5 or the future joint 5, whereby a subsequent attachment of the seal 6, for which a worker would have to balance on a ladder, can be avoided ,
- the seal 6 above the limit temperature has a larger volume than below the limit temperature. Due to the increase in volume, the joint 5 can be filled or closed at least in regions.
- a seal 6 may also be referred to as a hot gas seal.
- Such behavior of the seal 6 may also be referred to as intumescent.
- the seal 6 swells or foams above the limit temperature. As a result, the seal 6 has a good thermal insulation capability above the limit temperature.
- the limit temperature is greater than 100 °, and preferably about 130 ° C to 200 ° C. As a result, it can be achieved that the seal 6 has already closed the joint before the surrounding wood itself catches fire, and even before heat-related load-bearing reduction occurs at the connection device 4.
- the limit temperature can be regarded as a starting temperature, therefore, as a temperature at which exceeds a volume expansion of the seal 6 begins.
- Such gaskets 6 have a material which expands under the action of heat, such as expandable graphite, a flame retardant, such as alkyldiamine phosphate or red phosphorus, and generally further components such as binders and / or mineral fibers and / or further expanding or foaming agents.
- the seal 6 is arranged on the first wooden component 2. Such an arrangement is approximately in Fig. 1 shown.
- the dashed lines 9 schematically show the center lines of the dowels, which connect the connecting device 4 with the second timber member 3.
- the seals 6 are arranged on the first wooden component. It can also be provided to secure the seal 6 to the second timber component.
- Fig. 2 shows a second preferred embodiment of the subject invention, wherein the connecting device 4 is formed as a tongue and groove-like releasable connector 8, and wherein the seal 6 is laterally attached to a part of the connecting device.
- the relevant part of the connecting device 4 is substantially completely sheathed.
- the connecting device 4 as a slotted plate 7 is preferably provided to disguise or wrap the projecting from the second wooden member 3 parts of the metal dowels used with a corresponding seal, as well as the externally accessible parts of the slotted plate 7 in the second wooden component.
- the seal 6 is formed as, preferably self-adhesive, sealing tape, whereby a simple attachment of the same in the region of the joint 5 is supported. But it can also be provided to secure the seal 6 by means of mechanical fastening means on the first or second wooden component.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
Die Erfindung betrifft eine Holzverbindung gemäß dem Oberbegriff des Patentanspruches 1.The invention relates to a wood connection according to the preamble of
Es sind verschiedene Arten sog. tragender Verbindungen von Holzbautellen bekannt, bei welchen mindestens zwei Holzbauteile, insbesondere Balken oder Träger, mittels einer Verbindungsvorrichtung verbunden sind. Typische Vertreter derartiger Verbindungsvorrichtungen sind Schlitzbleche, Hakenbleche, Balkenschuhe sowie Nut-Feder-artige lösbare Steckverbindung. Dabei handelt es sich jeweils um Metallbauteile.Various types of so-called load-bearing connections of timber construction sites are known, in which at least two timber components, in particular beams or beams, are connected by means of a connecting device. Typical representatives of such connecting devices are slotted plates, hook plates, beam shoes and tongue and groove-like releasable connector. These are each metal components.
An ein Holzbauwerk, insbesondere ein Holzgebäude, werden ebenso wie an andere Bauwerke gewisse Anforderungen hinsichtlich der Brandsicherheit gestellt. Dabei erweisen sich die jeweils verwendeten Holzbauteile als eher unkritisch. Zwar sind die Holzbauteile brennbar, allerdings verringert sich bei einem Brand der tragende Querschnitt der betreffenden Nalzbauteile nur langsam, da das Feuer jeweils die äußere Oberfläche des Holzbauteils abträgt. Zudem ist Holz ein schlechter Wärmeleiter, sodass der innere Querschnitt auch während eines Feuers noch eine gewisse Zeit lang Kräfte aufnehmen kann. Durch diese langsam verringerte Tragfähigkeit, welche durch das verursachende Feuer auch für anwesende Personen nicht unbemerkt erfolgt, kommt es in der Regel bei brennenden Holzbauwerken kaum zu Opfern aufgrund tatsächlich durchgebrannter, und als Folge dessen herunterstürzender Holzbauteile.To a timber structure, especially a wooden building, as well as other structures certain requirements regarding fire safety. In this case, the wooden components used in each case prove to be rather uncritical. Although the wood components are flammable, but in a fire, the load-bearing cross-section of the relevant Nalzbauteile slow only because the fire in each case ablates the outer surface of the timber component. In addition, wood is a poor conductor of heat, so that the inner cross section can take up even during a fire for a certain amount of time forces. Due to this slowly reduced load-bearing capacity, which does not go unnoticed by the causative fire for people present, it usually comes in burning wood structures hardly victims due to actually burned, and as a result of falling wooden components.
Es hat sich jedoch gezeigt, dass die in der Verbindungstechnik zwischenzeitlich üblichen metallischen Verbindungsvorrichtungen einen limitierenden Faktor hinsichtlich der Brandsicherheit von Holzbauwerken darstellen. Die metallischen Verbindungsvorrichtungen sind in der Regel einem Feuer unmittelbar ausgesetzt. Aufgrund der guten Wärmeleitfähigkeit kommt es zu einer schnellen Durchwärmung der metallischen Verbindungsvorrichtungen. Jedoch verringert sich mit zunehmender Temperatur bzw. Wärmeeinwirkung die maximale Belastbarkeit der betreffenden metallischen Verbindungsvorrichtungen zunehmend, und es kommt zu einem plötzlichen Versagen der Verbindungsvorrichtungen. Dabei hat es sich gezeigt, dass in der Regel die metallischen Verbindungsvorrichtungen bereits vor den brennenden Holzbauteilen versagen. Dies erfolgt für die umstehenden und betroffenen Personenkreise in der Regel unerwartet und überraschend, und kann zu Verletzten oder Toten führen. Eine solche Tragfähigkeitsverminderung der Holzverbindung könnte beispielsweise einen herabfallenden Holzbalken, etwa eines Dachstuhles, zur Folge haben.
Die
Aus der
The
From the
Die
Die
Aufgabe der Erfindung ist es daher eine Holzverbindung der eingangs genannten Art anzugeben, mit welcher die genannten Nachteile vermieden werden können, mit welcher die Brandbeständigkeit eines Holzbauwerks, insbesondere einer Holzverbindung, verbessert werden kann.
Erfindungsgemäß wird dies durch die Merkmale des Patentanspruches 1 erreicht.The
The
The object of the invention is therefore to provide a wood connection of the type mentioned, with which the mentioned disadvantages can be avoided, with which the fire resistance of a timber structure, in particular a wood connection, can be improved.
This is achieved by the features of
Dadurch kann die Brandbeständigkeit eines Holzbauwerks, insbesondere einer Holzverbindung, verbessert werden. Dadurch kann das vorzeitige Versagen einer Holzverbindung bei Hitze- bzw- Brandeinwirkung verhindert werden. Dadurch kann gezielt der als im Brandfall schwächste Teil einer Holzverbindung erkannte Teil mit geringem Aufwand geschützt werden. Dadurch kann eine hitzebedingte Tragfähigkeitsverminderung der Holzverbindung hinausgezögert bzw. verhindert werden. Dadurch kann die Zeitdauer, welche ein Holzbauwerk als solches während eines Brandes übersteht, ohne zusammenzubrechen, gesteigert werden.As a result, the fire resistance of a timber structure, in particular a wood connection, can be improved. This can prevent the premature failure of a wood connection in the event of heat or fire. As a result, it is possible to protect the part recognized as the weakest part of a wood connection in the event of fire with little effort. As a result, a heat-related capacity reduction of the wood connection can be delayed or prevented. As a result, the period of time which a timber structure as such survives during a fire without collapsing can be increased.
Die Unteransprüche betreffen weitere vorteilhafte Ausgestaltungen der Erfindung.The subclaims relate to further advantageous embodiments of the invention.
Ausdrücklich wird hiermit auf den Wortlaut der Patentansprüche Bezug genommen, wodurch die Ansprüche an dieser Stelle durch Bezugnahme in die Beschreibung eingefügt sind und als wörtlich wiedergegeben gelten.It is hereby expressly referred to the wording of the claims, whereby the claims at this point are incorporated by reference into the description and are considered to be reproduced verbatim.
Die Erfindung wird unter Bezugnahme auf die beigeschlossenen Zeichnungen, in welchen lediglich bevorzugte Ausführungsformen beispielhaft dargestellt sind, näher beschrieben. Dabei zeigt:
-
Fig. 1 eine erste Ausführungsform einer erfindungsgemäßen Holzverbindung im Grundriss; und -
Fig. 2 eine zweite Ausführungsform einer erfindungsgemäßen Hohverbindung im Grundriss.
-
Fig. 1 a first embodiment of a wood connection according to the invention in plan view; and -
Fig. 2 A second embodiment of a Hohverbindung invention in plan view.
Die
Dadurch kann die Brandbeständigkeit eines Holzbauwerks, insbesondere einer Holzverbindung 1, verbessert werden. Dadurch kann das vorzeitige Versagen einer Holzverbindung 1 bei Hitze- bzw- Brandeinwirkung verhindert werden. Dadurch kann gezielt der als im Brandfall schwächste Teil einer Holzverbindung 1 erkannte Teil mit geringem Aufwand geschützt werden. Dadurch kann eine hitzebedingte Tragfähigkeitsverminderung der Holzverbindung 1 hinausgezögert bzw. verhindert werden. Dadurch kann die Zeitdauer, welche ein Holzbauwerk 1 als solches während eines Brandes übersteht, ohne zusammenzubrechen, gesteigert werden.As a result, the fire resistance of a timber structure, in particular a
Die gegenständliche Erfindung betrifft Holzverbindungen 1, daher Verbindung bei welchen wenigstens ein erster Holzbauteil 2 mit einem zweiten Holzbauteil 3 verbunden ist. Es können dabei auch eine höhere Anzahl an Holzbauteilen miteinander in einer Holzverbindung 1 verbunden sein. Eine Holzverbindung 1 ist dabei bevorzugt eine starre Verbindung, im Sinne einer nicht gezielt gelenkigen Verbindung, wobei elastische Verformungen einzelner Teile natürlich möglich sind. Ein Holzbauteil 2, 3 ist bevorzugt ein Bauelement, wie etwa ein Träger, ein Balken, ein Steher, ein Pfosten oder dergleichen, umfassend Holz bzw. insbesondere aus Holz. Der Begriff Bauteil bezieht sich dabei insbesondere nicht auf einen ganzen Gebäudeteil.The subject invention relates to
Die Verbindungsvorrichtung 4 trägt als Auflager den zweiten Holzbauteil 3. Die Gewichtskraft des zweiten Holzbauteils 3 sowie die weiters auf diesen einwirkenden Kräfte werden daher über die Verbindungsvorrichtung 4 auf den ersten Holzbauteil 2 übertragen. Dabei ist bevorzugt vorgesehen, dass der zweite Holzbauteil 3 an einem weiteren Bereich, insbesondere an einem weiteren Ende, an einem - nicht dargestellten - dritten Holzbauteil aufliegt, entsprechend dem aus der Statik hinlänglich bekannten "Träger auf zwei Stützen", es können auch eine höhere Anzahl Auflager vorgesehen sein, auf welchen der zweite Holzbauteil 3 angeordnet ist oder eine frei schwebende Lagerung des zweiten Holzbauteils 3 an nur einer einzigen Verbindungsvorrichtung 4.The connecting device 4 carries as bearing the
Erfindungsgemäß ist die Holzverbindung 1 als lasttragende Knotenverbindung, ausgebildet. Dies ist auch als tragende Verbindung bezeichnet, bzw. als Verbindung tragender Holzbauteile 2, 3.According to the invention, the
Als tragende Verbindung wird dabei eine Verbindung verstanden, bei welcher die durch den zweiten Holzbauteil 3 verursachten sowie die auf diesen einwirkenden Kräfte werden über die wenigstens eine Verbindungsvorrichtung 1 auf den ersten Holzbauteil 2 übertragen werden. Das Verbindungsmittel 4 ist bevorzugt als Balkentragvorrichtung ausgebildet.A load-bearing connection is understood to be a connection in which the forces caused by the second
Bevorzugt ist vorgesehen, dass die Holzverbindung 1 Teil eines Stabwerks, insbesondere eines Fachwerks und/oder eines Riegelbaus, ist. Die einzelnen Holzbauteile 2, 3 bilden dabei die Stäbe eines derartigen Stabwerks, und damit die tragenden Elemente des Stabwerks, wobei die Flächen dazwischen nicht tragend sind, und in der Regel auf beliebige Weise ausgefüllt werden können. Ein derartig ausgebildetes Bauwerk ist daher auch ohne die ausgefüllten Flächen für sich standfähig und/oder standsicher, im Gegensatz etwa zur Plattenbauweise.It is preferably provided that the
In weiterer Folge wird die Holzverbindung 1 als Verbindung eines ersten Holzbauteils 2 und eines zweiten Holzbauteils 3 beschrieben. Der erste Holzbauteil 2 und der zweite Holzbauteil 3 sind mittels wenigstens einer Verbindungsvorrichtung 4 verbunden.As a further consequence, the
Bevorzugt ist vorgesehen, dass die Verbindungsvorrichtung 4 als Metallteil, insbesondere umfassend Aluminium oder Stahl, ausgebildet ist. Durch die Verwendung metallischer Verbindungsvorrichtung 4 kann schnell eine Verbindung zwischen den beiden Holzbauteilen 2, 3 geschaffen werden, ohne dass diese, wie bei metallfreien Holzverbindungen 1 jeweils aufwendig bearbeitet werden müssen.It is preferably provided that the connecting device 4 as a metal part, in particular comprising aluminum or steel, is formed. By using metallic connecting device 4, a connection between the two
Gemäß einer bevorzugten Ausführungsform ist vorgesehen, dass die Verbindungsvorrichtung 4 derart ausgebildet ist, dass diese ein schnelles und einfaches Zusammenfügen der entsprechend vorbereiteten Holzbauteile 2, 3 auf der Baustelle ermöglicht. Daher, dass die entsprechenden Holzbauteile 2, 3 vorbereitet werden können indem etwa Teile der vorgesehen Verbindungsvorrichtung 4 an wenigstens einem der beiden Holzbauteile 2, 3 befestigt, etwa angeschraubt, werden, und entsprechende Vorbereitungen an dem anderen Holzbauteil 2, 3 erfolgen, und das tatsächliche Herstellen der Holzverbindung 1 dadurch in kurzer Zeit erfolgen kann, und kein langwieriges Halten der einzelnen Holzbauteile 2, 3 zur Bildung der Holzverbindung erfordert.According to a preferred embodiment it is provided that the connecting device 4 is formed such that this allows a quick and easy assembly of the correspondingly prepared
Es ist vorgesehen, dass der erste Holzbauteil 2 mit dem zweiten Holzbauteil 3 mittels der Verbindungsvorrichtung 4 unter Ausbildung einer Fuge 5 verbunden ist. Durch die Fuge 5 können die beiden Holzbauteile einfach und schnell zusammengefügt werden, da ein Spiel zwischen den einzelnen Bauteilen besteht und kein zusätzlicher Kraftaufwand erforderlich ist, um einen der Holzbauteile 2, 3 in eine Lücke zu pressen.It is envisaged that the first
Vorzugsweise ist dabei vorgesehen, dass die Verbindungsvorrichtung 4 als Schlitzblech 7, Balkenschuh oder Nut-Feder-artige lösbare Steckverbindung 8 ausgebildet ist. Derartige Verbindungsvorrichtung 4 erlauben eine besonders einfache und schnelle Herstellung der tatsächlichen Holzverbindung 1, wobei jeweils die entsprechenden Schritte zur Vorbereitung der Holzbauteile 2, 3 vor der Bildung der Holzverbindung 1, etwa am Boden und nicht auf einem Baugerüst, erfolgen können.Preferably, it is provided that the connecting device 4 is formed as a slotted
Bevorzugt ist vorgesehen, dass die verwendete Verbindungsvorrichtung 4 selbst lediglich durch die Fuge 5 bzw. über die Fuge 5 von Außen zugänglich ist. Daher, dass die Verbindungsvorrichtung 4 im Wesentlichen innerhalb der Fuge 5 angeordnet ist, und nicht außerhalb an einem der Holzträger 2, 3. Dies ist etwa bei der Ausbildung der Verbindungsvorrichtung 4 als Schlitzblech 7 und vor allem als Nut-Feder-artige lösbare Steckverbindung 8 gegeben.It is preferably provided that the connection device 4 used itself is accessible only from the outside through the joint 5 or via the
Bei der Ausbildung der Verbindungsvorrichtung 4 als Schlitzblech 7 sind lediglich stirnseitige Bereiche des Schlitzbleches 7 sowie die verwendeten Dübel bzw.In the formation of the connecting device 4 as a slotted
Schrauben von außerhalb der Fuge 5 zugänglich.Screws accessible from outside the
Bei der besonders bevorzugten Ausbildung der Verbindungsvorrichtung 4 als Nut-Feder-artige lösbare Steckverbindung 8 sind keine Teile von außerhalb der Fuge 5 zugänglich. Derartige Nut-Feder-artige lösbare Steckverbindung 8 weisen zwei Metallteile auf, wobei an jedem der beiden zu verbindenden Holzbauteile 2, 3 jeweils einer der beiden Metallteile befestigt, insbesondere angeschraubt wird, und die beiden Metallteile zum Herstellen der Holzverbindung 1 einfach in Belastungsrichtung ineinander geschoben werden können. Derartige Nut-Feder-artige lösbare Steckverbindung 8 sind beispielsweise in der Patentschrift
Es ist vorgesehen, dass im Bereich der Fuge 5 wenigstens bereichsweise eine Dichtung 6 angeordnet ist, welche Dichtung 6 bei einer Umgebungstemperatur oberhalb einer vorgebbaren Grenztemperatur die Fuge 5 wenigstens im Bereich der Verbindungsvorrichtung 4 verschließt, zum Verhindern einer wärmebedingten Tragfähigkeitsverminderung an der Verbindungsvorrichtung 4. Die Dichtung 6 füllt dabei die Fuge 5 wenigstens derart aus, dass die Verbindungsvorrichtung 4 nicht mehr unmittelbar zugänglich ist, und derart vor den direkten bzw. unmittelbaren Einwirkungen eines Feuers bzw. Brandes geschützt ist.It is provided that in the region of the joint 5 at least partially a
Durch die Maßnahmen der gegenständlichen Erfindung kann die statische bzw. dynamische Tragfähigkeit einer Holzkonstruktion, welche wie vorstehend dargelegt insbesondere ein Fachwerk sein kann, während eines Brandes lange erhalten werden. Dies unterscheidet die gegenständlichen Maßnahmen von Brandschutz- bzw. Rauchgasdichtungen, welche etwa aus dem Bereich des Trockenbaus bekannt sein, und welche lediglich das Durchbrennen eines Feuers von einem Raum in einen benachbarten anderen Raum durch eine nichttragende Trenn- bzw. Zwischenwand verhindern sollen. Die in derartigen Bereichen eingesetzten Element, etwa Leisten, zur Befestigung einer Platte, beispielsweise einer Gipskartonplatte, an einer Wand werden im Sinn der gegenständlichen Erfindung als nichttragend angesehen, da weder die betreffenden Elemente noch die durch diese mit einer Wand verbundenen Platten einen Beitrag zur Standsicherheit eines Bauwerks bzw. Gebäudes leisten. Das betreffende Gebäude ist selbst nach entfernen der betreffenden Teile Standfest und genügt den statischen Anforderungen.By the measures of the subject invention, the static or dynamic load capacity of a wooden structure, which as set out above, in particular a truss can be obtained during a fire long. This distinguishes the objective measures of fire or flue gas seals, which are known for example in the field of dry construction, and which are only intended to prevent the burning of a fire from one room to another adjacent room by a non-supporting partition or intermediate wall. The element used in such areas, such as strips, for attaching a plate, such as a plasterboard, to a wall are considered in the sense of the present invention as non-supporting, since neither the elements in question, or connected by these with a wall plates contribute to stability of a building or building. The building concerned is stable even after removal of the relevant parts and satisfies the static requirements.
Bevorzugt ist vorgesehen, dass die Dichtung 6 die Fuge 5 bei Umgebungstemperaturen unterhalb der Grenztemperatur lediglich bereichsweise ausfüllt. Daher dass die Dichtung 6 bei Umgebungstemperaturen unterhalb der Grenztemperatur die Fuge 5 derart frei lässt, dass nach wie vor ein einfaches Zusammenfügen der beiden Holzbauteile 2, 3 unter Spiel möglich ist, ohne dabei die Dichtung 6 zu beschädigen bzw. an dieser zu reiben. Dadurch kann die Dichtung 6 ebenfalls bereits vor dem endgültigen Zusammenfügen der beiden Holzbauteile im Bereich der Fuge 5 bzw. der zukünftigen Fuge 5 befestigt werden, wodurch ein nachträgliches Befestigen der Dichtung 6, für welches ein Arbeiter etwa auf einer Leiter balancieren müsste, vermieden werden kann.It is preferably provided that the
In diesem Zusammenhang ist vorgesehen, dass die Dichtung 6 oberhalb der Grenztemperatur ein größeres Volumen aufweist, als unterhalb der Grenztemperatur. Durch die Volumenzunahme kann die Fuge 5 wenigstens bereichsweise ausgefüllt bzw. verschlossen werden. Eine derartige Dichtung 6 kann auch als Heißgasdichtung bezeichnet werden. Ein derartiges Verhalten der Dichtung 6 kann auch als intumeszierend bezeichnet werden.In this context, it is provided that the
Dabei ist insbesondere vorgesehen, dass die Dichtung 6 oberhalb der Grenztemperatur aufquillt oder aufschäumt. Dadurch weist die Dichtung 6 oberhalb der Grenztemperatur eine gute thermische Isolationsfähigkeit auf.It is provided in particular that the
Bevorzugt ist vorgesehen, dass die Grenztemperatur größer 100° ist, und bevorzugt etwa 130°C bis 200°C beträgt. Dadurch kann erreicht werden, dass die Dichtung 6 bereits die Fuge verschlossen hat, bevor das umgebende Holz selbst Feuer fängt, und bereits bevor wärmebedingte Tragfähigkeitsverminderung an der Verbindungsvorrichtung 4 auftreten. Die Grenztemperatur kann dabei als Starttemperatur angesehen werden, daher als Temperatur bei deren Überschreiten eine Volumenerweiterung der Dichtung 6 beginnt.It is preferably provided that the limit temperature is greater than 100 °, and preferably about 130 ° C to 200 ° C. As a result, it can be achieved that the
Derartige Dichtungen 6 weisen einen unter Wärmeeinwirkung expandierenden Werkstoff, etwa Blähgraphit, einen Flammhemmer, etwa Alkyldiaminphosphat oder roten Phosphor, und in der Regel noch weitere Komponenten wie etwa Bindemittel und/oder Mineralfasern und/oder weitere Bläh- bzw. Schäummittel auf.
Gemäß einer ersten bevorzugten Ausführungsform ist vorgesehen, dass die Dichtung 6 am ersten Holzbauteil 2 angeordnet ist. Eine derartige Anordnung ist etwa in
Es kann auch vorgesehen sein, dass die Dichtung 6 an der wenigstens einen Verbindungsvorrichtung 4 angeordnet ist.
Es kann dabei auch vorgesehen sein, mehrere Dichtungen 6 im Bereich der Fuge 5 anzuordnen. Weiters kann vorgesehen sein, zusätzlich weitere Bereiche bzw. Teile der Holzverbindung 1 mit einer entsprechenden Dichtung 6 zu versehen. Bevorzugt ist etwa bei Ausbildung der Verbindungsvorrichtung 4 als Schlitzblech 7 vorgesehen, die aus dem zweiten Holzbauteil 3 vorragenden Teile der verwendeten Metalldübel mit einer entsprechenden Dichtung zu verkleiden bzw. zu umhüllen, ebenso wie die von außen zugänglichen Teile des Schlitzbleches 7 im zweiten Holzbauteil 3.It can also be provided to arrange a plurality of
Bevorzugt ist vorgesehen, dass die Dichtung 6 als, vorzugsweise selbstklebendes, Dichtungsband ausgebildet ist, wodurch eine einfache Befestigung desselben im Bereich der Fuge 5 unterstützt wird. Es kann aber auch vorgesehen sein, die Dichtung 6 mittels mechanischer Befestigungsmittel an dem ersten oder zweiten Holzbauteil zu befestigen.It is preferably provided that the
Claims (11)
- A wooden joint (1), comprising at least one first wood component (2), one second wood component (3) and at least one connecting apparatus (4), wherein the first wood component (2) is connected to the second wood component (3) by means of the connecting apparatus (4) by forming a joint (5), wherein the connecting apparatus (4) carries the second wood component (2) as a support, wherein a seal (6) is arranged at least in sections in the region of the joint (5), wherein the seal (6), at an ambient temperature above a predetermined threshold temperature, seals the joint (5) at least in the region of the connecting apparatus (4) for preventing a thermally induced reduction in the carrying capability on the connecting apparatus (4), wherein the seal (6) has a greater volume above the threshold temperature than beneath the threshold temperature, characterized in that the wooden joint (1) is formed as a load-bearing node connection.
- A wooden joint (1) according to claim 1, characterized in that the seal (6) merely fills the joint (5) in sections at ambient temperatures beneath the threshold temperature.
- A wooden joint (1) according to one of the claims 1 to 2, characterized in that the seal (6) swells or foams above the threshold temperature.
- A wooden joint (1) according to one of the claims 1 to 3, characterized in that the seal (6) is arranged on the first and/or the second wood component (2, 3), wherein the seal (6) is preferably arranged on the first wood component (2).
- A wooden joint (1) according to one of the claims 1 to 4, characterized in that the seal (6) is arranged on the at least one connecting apparatus (4).
- A wooden joint (1) according to one of the claims 1 to 5, characterized in that the seal (6) is formed as a preferably self-adhesive sealing strip.
- A wooden joint (1) according to one of the claims 1 to 6, characterized in that the threshold temperature is greater than 100°C.
- A wooden joint (1) according to one of the claims 1 to 7, characterized in that the connecting apparatus (4) is formed as a metal part, especially comprising aluminium or steel.
- A wooden joint (1) according to one of the claims 1 to 8, characterized in that the connecting apparatus (4) is formed as a slotted plate (7), joist hanger or tongue-and-groove-like releasable plug connection (8).
- A wooden joint (1) according to one of the claims 1 to 9, characterized in that the connecting means is formed as a beam support apparatus.
- A wooden joint (1) according to one of the claims 1 to 10, characterized in that the wooden joint (1) is part of a framework, especially a timber framework and/or half-timber construction.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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AT9182012 | 2012-08-24 |
Publications (3)
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EP2700762A2 EP2700762A2 (en) | 2014-02-26 |
EP2700762A3 EP2700762A3 (en) | 2014-09-17 |
EP2700762B1 true EP2700762B1 (en) | 2016-06-15 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP13450035.4A Active EP2700762B1 (en) | 2012-08-24 | 2013-08-09 | Wooden joint |
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Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112359982B (en) * | 2020-10-19 | 2021-08-24 | 青岛理工大学 | Tenon-and-mortise square steel-wood assembly node and installation method |
AT524820A1 (en) * | 2021-03-11 | 2022-09-15 | Vh Holding Gmbh | WOOD CONNECTION |
DE102021132538A1 (en) | 2021-12-09 | 2023-06-15 | Rex Industrie-Produkte Graf Von Rex Gmbh | Intumescent coating, arrangement with intumescent coating and wooden element and use of an intumescent coating in timber construction |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0051319B1 (en) * | 1980-11-04 | 1986-02-26 | Felix, Gerhard | Hollow section support and/or assembly part for buildings to be erected by the prefabrication method |
NO323784B1 (en) * | 2004-02-13 | 2007-07-09 | Ove Kornelius Guttormsen | Device for interconnecting structural elements. |
US7921603B2 (en) * | 2004-09-09 | 2011-04-12 | Duane Darnell | Systems for a fire-resistant door jamb |
DE202005016486U1 (en) * | 2005-10-20 | 2005-12-15 | Lindner Ag | Joint seal for e.g. surface units, has butt joint between components having edge surfaces, where surfaces are coated on one side with liquid material that swells during thermal effect and seals groove opposite to smoke and flame passages |
DE102008010612A1 (en) * | 2008-02-22 | 2009-09-03 | Kratzer, Daniel | connecting body |
US20110214371A1 (en) * | 2010-03-03 | 2011-09-08 | Klein James A | Offset leg framing element for fire stop applications |
DE102010034854A1 (en) * | 2010-08-18 | 2012-02-23 | Thomas Küblbeck | Connecting element, particularly wood connector for connecting wooden components, particularly wooden beams, particularly beam construction, comprises base plate which is placed in recess in mounted state |
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2013
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EP2700762A2 (en) | 2014-02-26 |
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