EP3269889A1 - Connection system - Google Patents
Connection system Download PDFInfo
- Publication number
- EP3269889A1 EP3269889A1 EP16179323.7A EP16179323A EP3269889A1 EP 3269889 A1 EP3269889 A1 EP 3269889A1 EP 16179323 A EP16179323 A EP 16179323A EP 3269889 A1 EP3269889 A1 EP 3269889A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building
- contact surface
- component
- connection system
- side fitting
- 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.)
- Granted
Links
- 239000002023 wood Substances 0.000 claims abstract description 45
- 230000008878 coupling Effects 0.000 claims abstract description 31
- 238000010168 coupling process Methods 0.000 claims abstract description 31
- 238000005859 coupling reaction Methods 0.000 claims abstract description 31
- 238000010276 construction Methods 0.000 claims description 19
- 238000009413 insulation Methods 0.000 claims description 9
- 239000011505 plaster Substances 0.000 claims description 4
- 239000002131 composite material Substances 0.000 claims 1
- 238000013016 damping Methods 0.000 claims 1
- 238000005452 bending Methods 0.000 description 7
- 230000008901 benefit Effects 0.000 description 5
- 238000004026 adhesive bonding Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 241000446313 Lamella Species 0.000 description 1
- 230000004913 activation Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000009423 ventilation 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
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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
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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
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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
- E04B2001/2644—Brackets, gussets or joining plates
- E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
Definitions
- the present invention relates to a connection system for connecting a timber component to a building element. Furthermore, the invention relates to a timber construction connection comprising at least one such connection system. Finally, the invention relates to a building comprising at least one such connection system.
- connection systems for connecting a building with a projecting component which avoid local cold bridges, are well known.
- thermal decoupling of building exterior shell and the cantilever component the attachment or implementation of an insulating layer can be accomplished without interruption.
- the subject invention has set itself the task of providing a connection system for timber construction, which addresses the above problems.
- the problem of increased air convection, the interchangeability of Kragbaumaschine, and the thermal decoupling of the cantilever is to be solved.
- connection system for connecting a timber component to a building element, characterized by a first holding portion for the building element, a second holding portion for the timber component, a coupling element, which releasably interconnects the first holding portion and the second holding portion, wherein the second holding portion (i) a wood component side fitting having a first contact surface for attachment to a first surface of the timber component; and (ii) a second contact surface for a second surface of the timber component, wherein the first contact surface of the wood component side fitting and the second contact surface of the second retention portion are one of 180 Enclose different angles ⁇ with each other.
- the building element is preferably also a wooden construction element, for example a floor slab.
- connection system is on the one hand via the first holding portion, preferably via a building-side fitting, attached to the building, such as a floor ceiling.
- the timber component such as a balcony or balcony girder, mounted on the wood component side fitting, so that building and wooden component are connected via the connecting element.
- the connection is a detachable connection. This means that the connection of the two holding sections can be achieved without destroying one of the holding sections, eg via a screw connection, rivets or the like.
- connection system it is possible that the building side fitting with an airtightness element is first attached to the building.
- the building's own airtightness layer is connected to the airtightness element, for example by means of adhesive bonding.
- the airtightness layer may comprise a foil and / or thermal and / or acoustic insulation elements which are applied to the building.
- connection between the two fittings is indeed solvable, but also substantially rigid and rigid.
- a releasable connection can be a screw connection in the simplest case.
- Other types of connections would also be conceivable, such as e.g. a hook connection, a positive connection such as a dovetail connection.
- a rigid connection is meant one in which deformations are so small that the force application points experience negligible displacements. At most, such rigid compounds include damped elastic compounds resulting from structure-borne sound insulation.
- the holding portion engages around the wooden component at two contact surfaces, which allows an ideal flow of force within the connection system.
- the first holding section (i) has a building-side fitting with a first building-side contact surface for attachment to a first surface of the building element and (ii) a second building-side contact surface for a second surface of the building element, wherein the first building-side contact surface of the building-side fitting and the second building-side contact surface of the first holding portion enclose an angle ⁇ different from 180 ° with each other.
- the previously described embodiments allow an ideal power flow between the elements to be connected. In particular, occur by conventional slender cross-sectional shapes of the timber component high bending stresses.
- the second holding portion has a wood component-side fitting with a contact surface for attachment to a first surface of the timber component and a contact surface for a has second surface of the timber component, these surfaces are at an angle ⁇ , which is different from 180 °, arranged to each other, these bending moments can be ideally transmitted from the wood hardware side fitting on the coupling element to the building element. This also allows for far overhanging timber construction elements.
- the first holding portion has a building-side fitting with a contact surface for attachment to a first surface of the building element and a contact surface for a second surface of the building element, and although here the contact surface of the building side fitting and the other contact surface an angle ⁇ of 180 ° with each other These forces can also be ideally transmitted.
- the angle ⁇ and / or the angle ⁇ are approximately between 45 ° and 135 °, preferably approximately 90 °.
- wood components are usually made with perpendicular to each other arranged surfaces, so there are also production advantages.
- first contact surface of the building-side fitting and the first contact surface of the wood component-side fitting are arranged substantially parallel to each other or lie substantially in one plane.
- the variant that the contact surfaces are approximately in one plane or have only one offset (and thus a parallel arrangement) of less than 100% of the thickness of the timber component has advantages for the transmission of forces.
- It may be arranged in a variant of the building side fitting and the wood component-side fitting substantially parallel to each other or lie substantially in one plane.
- An embodiment variant provides that the second contact surface of the second holding portion and the second contact surface of the first holding portion are arranged substantially parallel to each other. Thus, these two contact surfaces are arranged at a distance from each other. This has the advantage that in this distance further elements, in particular insulation elements, plaster, fire protection elements or the like. Can be introduced.
- the timber component to the building element spaced by a distance D come to rest, so that between wood component and building element, a thermal insulation element and / or another Façade element - such as a plaster layer or fire protection boards - can be introduced.
- the building-side fitting is designed such that it can be connected by means of at least one fastening means with the building element, and that the wood component-side fitting with the timber component by means of at least one fastening means is connectable.
- bores can be provided, via which the fastening means can be inserted and introduced into the wooden building or building element. It may be in the fasteners to pin-shaped such. act around screws, nails, bolts or the like. However, other types of attachment may be provided, such as e.g. Brackets, holders, glue etc.
- the respective fitting guides for - preferably pin-shaped - has fastening means, so that the fastening means in a defined spatial angle ⁇ , ⁇ to the respective contact surface of the fitting can be introduced.
- At least some of the guides of the fastener guides may be designed such that in the installed state the respective pin-shaped fasteners penetrate into the respective component obliquely to the contact surface on the fitting, preferably at a spatial angle ⁇ , ⁇ between 30 degrees and 60 degrees ( Fig. 4 ). This is particularly advantageous if timber or building element made of cross-laminated timber, as a stable and secure anchoring is guaranteed. But also glulam or non-glued woods can be fixed safely in this way.
- an adjusting device is provided, with which the inclination angle ⁇ between the second contact surface of the second holding portion and the second building-side contact surface of the first holding portion is adjustable.
- load-related or production-related inclinations between wood component and building element can be compensated.
- the adjusting device has an adjusting element with which a distance d between the first holding section and the second holding section is variable.
- the contact surfaces of the two holding sections arranged parallel to one another via the coupling element form a profile with two legs, eg a U or V profile (the orientation of the profile does not matter), whereby the leg ends are distance-displaceable via the adjusting element.
- the adjusting device can be fastened at a first connection point on the building-side fitting and at a distance at a second connection point on the wood component side fitting, wherein the adjusting device has an actuating element with which the distance d between the two connection points can be changed.
- the adjusting device may have a joint portion with which the inclination angle ⁇ is adjustable.
- an articulated actuator could be provided, which has a spherical cap, by means of which at least the angle of inclination between the building side fitting and wood component-side fitting is adjustable about a formed by Kugelkalotte axis of rotation A.
- the adjusting element may comprise an adjusting device, which has a lag screw, a pressure screw, an eccentric or a combination thereof, which is received by the adjusting element by means of spherical cap, cylinder segment or the like.
- an airtightness element is attached to the first holding section, to which the building-side airtightness layer, for example by means of gluing, is connected.
- connection system can be designed such that the coupling element with the building-side fitting, the wood component-side fitting or both is releasably and substantially rigidly connected.
- the coupling element can be separated from the two fittings.
- the coupling element with the building-side fitting is permanently connected and releasably connected to the wood component side fitting and substantially rigid.
- the detachable connection of building-side fitting and wood component side fitting can for example also be done so that at the same time the wood component is attached.
- a screw may be provided, with which the two fittings are connected to each other by the screw is guided by receptacles in the two fittings (eg holes) and is screwed into the timber component.
- the coupling element and the wood component-side fitting have sections that form-fit engage each other such that at least a portion of the load transfer from the wood component side fitting to the coupling element via this form-fitting.
- the coupling element preferably has recesses and a plurality of legs, which allow an ideal flow of force. Therefore, a stiffening element may be provided to increase the stability of the coupling element. If the coupling element has parallel legs, the stiffening element can connect the two legs together.
- a timber construction joint which has a connection system of the aforementioned type, wherein the timber component side fitting and the building element side fitting are connected to the coupling element, a timber component, which is connected to the wood component side fitting by means of at least one fastening means, and a building element which is connected to the building element side fitting by means of a fastening means.
- Fig. 1a and 1b show a timber construction connection according to the prior art in cross-section and in oblique view.
- a cantilevered timber component 3 is connected to a building element 5, in that the projecting timber component 3 penetrates the building element 5.
- Air flows are indicated by arrows. An air flow that hits the joint between timber component 3 and building element 5 may occur due to the lack of airtight level in the building interior.
- Fig. 2 shows a timber construction connection according to the invention.
- the connection system 1 is shown for clarity without wood component 3 and building element 5 (see also FIGS. 5 and 6 ) and it has a first holding portion 13 for the building element 5, and a second holding portion 14 for the timber component 3.
- first holding portion 13 for the building element 5
- second holding portion 14 for the timber component 3.
- the second holding portion 14 is attached to the first holding portion 13 with coupling screws 23.
- the second holding section 14 has a wood component-side fitting 20 with a first contact surface 30 for attachment to a first surface of the timber component 3.
- the timber component 3 is applied to the contact surface 30 and fixed by means of fastening means 40.
- the wood component-side second holding portion 14 has a second contact surface 31 for a second surface of the timber component 3.
- the timber component 3 is located at this point on the second contact surface 31 and thus provides for a power dissipation in the coupling element 15 to the first holding portion thirteenth
- the first holding section 13 has a building-side fitting 19 with a first contact surface 32 for attachment to a first building-side contact surface 32 of the building element 5.
- An attachment is also made to this holding section 13 by means of fastening means 40 (for example screws), at which point the building element 5 is fastened.
- the first holding section 13 further has a second contact surface 33 for a second building-side surface 33 of the building element 5.
- connection system 1 of Fig. 2 are the first contact surface 32 of the building-side fitting 19 and with the first contact surface 30 of the wood component side fitting 20 in a plane.
- these two contact surfaces 30, 32 are arranged parallel to one another and have an offset ⁇ h.
- connection system 1 of Fig. 2 further comprises a parallel arrangement at a distance D of the second contact surface 31 of the second holding portion 14 and the second contact surface 33 of the first holding portion 13. It would thus be possible to introduce a thermal insulation element 7 between the two holding sections 13, 14 in the region of the coupling element 15.
- Holzbau- 3 and building element 5 are connected to a plurality of fastening means 40 to the connection system 1.
- pin-shaped fastening means 40 such as screws (shown), nails, bolts, and brackets but also surface fasteners 40 such as epoxy resin or the like.
- surface fasteners 40 such as epoxy resin or the like.
- the respective fitting 19, 20 fastener guides 41 so that in the adapted to the required support and stiffness behavior angles ⁇ , ⁇ to the respective contact surface 30, 32 and 31, 32 of the fitting 19, 20 can be introduced are.
- the angles ⁇ , ⁇ are each shown here approximately at 45 °.
- an adjusting device 26 is provided in the region of the coupling element 15. With this, the inclination angle ⁇ between the legs 22a, 22b of the coupling element 15 can be adjusted. If the angles ⁇ and ⁇ (as in Fig. 2 in contrast to Fig. 3 ) include an angle of 90 °, so are the first contact surface 33 of the first holding portion 13 in the same plane as the first leg 23a and the contact surface 31 of the second holding portion 14 in the same plane as the second leg 23b of the coupling element.
- the inclination angle ⁇ is usually 0 ° for common application areas (parallel arrangement of the legs 23a, 23b of the coupling element 15), but may also differ due to load or design.
- this inclination angle ⁇ can be set to the desired value.
- an inclination can be compensated in order to arrange the contact surfaces 31 and 33 in parallel again, or a desired inclination could be introduced if, for example, the timber component is used as a canopy (FIG. Fig. 10 , bottom right) is formed and a non-0 ° angle of inclination is desired.
- the adjusting device 26 has an actuating element 27 with which a distance d between the first holding section 13 and the second holding section 14 can be changed.
- the angle between the legs 23a, 23b of the coupling element 15 can be adjusted.
- the inclination of the mutually U-shaped legs 22a, 22b is changed.
- the timber component 3 is spaced from the building element 5 by a distance D, so that between wood component 3 and building element 5, a thermal insulation element 7 and / or another facade element 8 - such as a plaster layer or fire protection boards - can be introduced.
- Fig. 3 shows power flows within the connection system 1, the resulting due to the loads of the timber element 3 and the building element 5 bending moments and shear forces stresses on the respective holding portion 13, 14 to be transferred.
- the bending moment is divided into several tensile and compressive components F 1 , F 2 , F 3 , whereby an activation of several support reserves of the base material , As a result, an exclusive bending stress of the holding portions 13, 14 is prevented.
- the transmission of force between the wooden element 3 and the building element 5 is effected by the coupling element 15.
- the bending moment and lateral force stresses cause mainly tensile and compressive forces F 1 in the coupling element 15.
- the tensile force is transferred from the holding section 13 to the holding section 14 by the adjusting element 26. and transmit the pressing force from the timber component 3 to the building element 5 via the contact surfaces 32 and 33.
- a secondary bending moment is decomposed into a force component F 2 , F 3 , wherein the tensile component by the / the fastening means 40 and the pressure component through the contact surfaces 30, 31, 32, 33 in the to be connected element (timber component 3, building element 5) are transmitted.
- Fig. 4 shows an alternative embodiment of the connection system 1.
- the same components are provided in all figures with the same reference numerals, so that the Figure description of the other figures may be referenced and only the differences are described.
- the exemplary embodiment shown has on the wood component-side fitting 20 on a third contact surface 34 on which the timber component 3 can rest.
- the connection system 1 is wider, so that the stiffening elements 29 are no longer formed in one plane but in a pin-shaped manner in two planes.
- the releasable attachment is composed here of a plug connection (positive engagement) which provides a support 44, so that the timber component 3 can be mounted with the pre-assembled, wood-frame fitting 20 on the first holding portion 13 to the building-side fitting 19 of the building element 5.
- Fig. 5 shows the connection system 1 of Fig. 2 with a timber component 3 and a building element 5 with the intermediate continuous airtight plane, formed from an airtightness element 16 in the region of the coupling element 15 and the building's airtightness layer 17, and the interposed horizontally disposed insulating element 7, and the attachment of any facade element 8. Moreover on the underside of the coupling element 15, the arrangement of a fire protection element 6 is shown.
- Fig. 7 shows a very similar connection system 1 as in Fig. 2 or 4 with the difference that in the connection system 1 the Fig. 2 the first contact surface 32 of the building-side fitting 19 and the first contact surface 30 of the wood component side fitting 20 lie in a plane, while in the embodiment of Fig. 7 these two contact surfaces 30, 32 are arranged parallel to one another and have an offset ⁇ h.
- Fig. 8 shows a connection systems 1 according to the invention, in which case, in addition to the heat-technical and air-convective decoupling, the possibility is shown how 9 corresponding improvements of sound insulation can be achieved by means of deposits of structure-borne sound insulation elements.
- Fig. 9 shows an articulated actuator in three different positions.
- the actuator has a spherical cap 28 and allows the adjustment of the angle of inclination between building element-side fitting 19 and wood component-side fitting 20 about a formed by Kugelkalotte 27 axis of rotation A.
- Fig. 10 describes a building with connection systems 1 according to the invention, wherein different applications are shown.
- Possibilities for the application are eg balcony fixings, false ceiling fixings, canopy fixings or roof attachments.
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- Electromagnetism (AREA)
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Abstract
Verbindungssystem (1) zum Verbinden eines Holzbauelements (3) an einem Gebäudeelement (5), umfassend einen ersten Halteabschnitt (13) für das Gebäudeelement (5), einen zweiten Halteabschnitt (14) für das Holzbauelement (3), ein Koppelelement (15), welches den ersten Halteabschnitt (13) und den zweiten Halteabschnitt (14) lösbar miteinander verbindet, wobei der zweite Halteabschnitt (14) (i) einen holzbauelementseitigen Beschlag (20) mit einer ersten Kontaktfläche (30) zur Befestigung an einer ersten Fläche des Holzbauelements (3) und (ii) eine zweiten Kontaktfläche (31) für eine zweite Fläche des Holzbauelements (3) aufweist, wobei die erste Kontaktfläche (30) des holzbauelementseitigen Beschlags (20) und die zweite Kontaktfläche (31) des zweiten Halteabschnitts (14) einen von 180° verschiedenen Winkel (±) miteinander einschließen.Connection system (1) for connecting a timber component (3) to a building element (5), comprising a first holding section (13) for the building element (5), a second holding section (14) for the timber component (3), a coupling element (15) which releasably interconnects the first holding portion (13) and the second holding portion (14), the second holding portion (14) (i) comprising a wood component side fitting (20) having a first contact surface (30) for attachment to a first surface of the timber component (3) and (ii) has a second contact surface (31) for a second surface of the timber component (3), wherein the first contact surface (30) of the wood component side fitting (20) and the second contact surface (31) of the second holding portion (14) enclose an angle (±) different from 180 °.
Description
Die vorliegende Erfindung betrifft ein Verbindungssystem zum Verbinden eines Holzbauelements mit einem Gebäudeelement. Weiters betrifft die Erfindung eine Holzbauverbindung, umfassend zumindest ein solches Verbindungssystem. Schließlich betrifft die Erfindung ein Gebäude, umfassend zumindest ein solches Verbindungssystem.The present invention relates to a connection system for connecting a timber component to a building element. Furthermore, the invention relates to a timber construction connection comprising at least one such connection system. Finally, the invention relates to a building comprising at least one such connection system.
Im Betonbau sind verschiedene Verbindungssysteme zum Verbinden eines Gebäudes mit einem auskragenden Bauteil, welche lokale Kältebrücken vermeiden, hinlänglich bekannt. Durch thermische Entkopplung von Gebäudeaußenhülle und dem auskragenden Bauteil kann die Anbringung bzw. Durchführung einer Dämmschicht ohne Unterbrechung bewerkstelligt werden.In concrete construction, various connection systems for connecting a building with a projecting component, which avoid local cold bridges, are well known. By thermal decoupling of building exterior shell and the cantilever component, the attachment or implementation of an insulating layer can be accomplished without interruption.
Im Holzbau verursacht die Ausbildung von auskragenden Bauteilen auf Grund der relativ schlechten Wärmeleitfähigkeit von Holz geringe lokale Kältebrücken, die im Normalfall nur zu geringen bauphysikalischen Schwachstellen führen. Holz ist mit einer Wärmeleitfähigkeit von ca. 0,12 W/mK rund einen Faktor 3 schlechter als übliche Wärmedämm-Materialien, die eine mittlere Wärmeleitfähigkeit von 0,04 W/mK aufweisen. Bei Gebäuden mit erhöhten wärmetechnischen Anforderungen (wie z.B. bei Passivhäusern, Aktivhäusern) bereiten die nach dem Stand der Technik ausgeführten Auskragungen mit einer Durchführung des Holzelementes und einer Unterbrechung der Dämmebene auch im Holzbau Probleme.In timber construction causes the formation of cantilevered components due to the relatively poor thermal conductivity of wood low local cold bridges, which usually lead to low building physics weaknesses. With a thermal conductivity of approx. 0.12 W / mK, wood is around a factor of 3 worse than conventional thermal insulation materials, which have an average thermal conductivity of 0.04 W / mK. In buildings with increased thermal requirements (such as in passive houses, active buildings) prepare the state-of-the art projections with a implementation of the wood element and an interruption of the insulating layer in wood construction problems.
Neben den Anforderungen an den Wärme- oder Kälteschutz besteht im Holzbau bei der Ausführung von Auskragungen beim Stand der Technik eine weitere, teilweise noch viel größere Schwachstelle. Diese betrifft die Ausbildung einer durchgehenden luftdichten Ebene, um eine unerwünschte lokale Konvektion von warmer, feuchtegesättigter Luft von innen nach außen zu verhindern, um den daraus resultierenden erhöhten Feuchteeintrag in die tragenden Konstruktionselemente und die damit meist einhergehende Schädigung zu vermeiden. Da systembedingt bei Konstruktionen aus Holz, insbesondere Brettsperrholz (kurz BSP bzw. CLT), Fugen und Stöße vorhanden sind, ist die Gefahr einer erhöhten Luftkonvektion im Bereich von Elementstößen aber auch im Bereich von Lamellenstößen der einzelnen Elemente besonders hoch. Diese kann nur durch einen erhöhten Arbeitsaufwand durch nachträgliches Versiegeln und/oder Verkleben vermindert werden.In addition to the requirements for heat or cold protection in timber construction in the execution of projections in the prior art, a further, sometimes much larger vulnerability. This relates to the formation of a continuous airtight plane in order to prevent undesired local convection of warm, moisture-saturated air from the inside to the outside, in order to avoid the resulting increased moisture in the supporting structural elements and the damage usually associated therewith. Since system-related in structures made of wood, in particular cross-laminated timber (short BSP or CLT), joints and joints are present, the risk of increased air convection in the range of elemental shocks but also in the range of lamella joints of the individual elements is particularly high. This can be reduced only by an increased workload by subsequent sealing and / or bonding.
Ein weiteres Problem im Holzbau ist die Witterungsexposition auskragender Bauteile, insbesondere auch während der Bau- und Montagephase. Auch bei regelkonformer Abdichtung der auskragenden Bauteile kann es durch verschiedene Faktoren (z.B. direkte Bewetterung) zu einer Schädigung des Holzbauteils kommen. Erschwerend kommt hinzu, dass in einem Schadensfall Kragbauteile, die vom Gebäudeinneren in den Außenbereich durchlaufen, nur mit einem erheblichen Aufwand ersetzt werden können, bzw. in der Regel nur als eigenständige vorgesetzte Bauteile wieder montierbar sind, wodurch eigene Lastableitungskonstruktionen erforderlich werden.Another problem in timber construction is the weather exposure of projecting components, especially during the construction and assembly phase. Even with compliant sealing of cantilevered components, various factors (such as direct ventilation) can damage the timber structure. To make matters worse, that in a claim cantilevers that go from the building interior to the outside, can be replaced only with considerable effort, or usually only as a separate superior components are re-assembled, making their own load dissipation constructions are required.
Die gegenständliche Erfindung hat es sich zur Aufgabe gestellt, ein Verbindungssystem für den Holzbau bereitzustellen, welches sich den oben genannten Problemen annimmt. Insbesondere soll das Problem der erhöhten Luftkonvektion, die Austauschbarkeit der Kragbauteile, sowie die thermische Entkopplung des Kragbauteils gelöst werden.The subject invention has set itself the task of providing a connection system for timber construction, which addresses the above problems. In particular, the problem of increased air convection, the interchangeability of Kragbauteile, and the thermal decoupling of the cantilever is to be solved.
Gelöst wird diese Aufgabe durch ein Verbindungssystem zum Verbinden eines Holzbauelements an einem Gebäudeelement, gekennzeichnet durch einen ersten Halteabschnitt für das Gebäudeelement, einen zweiten Halteabschnitt für das Holzbauelement, ein Koppelelement, welches den ersten Halteabschnitt und den zweiten Halteabschnitt lösbar miteinander verbindet, wobei der zweite Halteabschnitt (i) einen holzbauelementseitigen Beschlag mit einer ersten Kontaktfläche zur Befestigung an einer ersten Fläche des Holzbauelements und (ii) einer zweiten Kontaktfläche für eine zweite Fläche des Holzbauelements aufweist, wobei die erste Kontaktfläche des holzbauelementseitigen Beschlags und die zweite Kontaktfläche des zweiten Halteabschnitts einen von 180° verschiedenen Winkel α miteinander einschließen.This object is achieved by a connection system for connecting a timber component to a building element, characterized by a first holding portion for the building element, a second holding portion for the timber component, a coupling element, which releasably interconnects the first holding portion and the second holding portion, wherein the second holding portion (i) a wood component side fitting having a first contact surface for attachment to a first surface of the timber component; and (ii) a second contact surface for a second surface of the timber component, wherein the first contact surface of the wood component side fitting and the second contact surface of the second retention portion are one of 180 Enclose different angles α with each other.
Beim Gebäudeelement handelt es sich bevorzugt ebenfalls um ein Holzbauelement, beispielsweise um eine Geschossdecke.The building element is preferably also a wooden construction element, for example a floor slab.
Ein solches Verbindungssystem wird einerseits über den ersten Halteabschnitt, vorzugsweise über einen gebäudeseitigen Beschlag, am Gebäude, wie z.B. einer Geschossdecke, befestigt. Andererseits wird das Holzbauelement, wie z.B. ein Balkon oder Balkonträger, über den holzbauelementseitigen Beschlag befestigt, sodass Gebäude und Holzbauelement über das Verbindungselement verbunden sind. Die Verbindung ist eine lösbare Verbindung. Das bedeutet, dass die Verbindung der beiden Halteabschnitte gelöst werden kann, ohne dass einer der Halteabschnitte zerstört wird, z.B. über eine Schraubverbindung, Nieten oder dergleichen.Such a connection system is on the one hand via the first holding portion, preferably via a building-side fitting, attached to the building, such as a floor ceiling. On the other hand, the timber component, such as a balcony or balcony girder, mounted on the wood component side fitting, so that building and wooden component are connected via the connecting element. The connection is a detachable connection. This means that the connection of the two holding sections can be achieved without destroying one of the holding sections, eg via a screw connection, rivets or the like.
Über ein solches Verbindungssystem ist es möglich, dass der gebäudeseitige Beschlag mit einem Luftdichtheitselement zunächst am Gebäude befestigt wird. In einem weiteren Schritt wird die gebäudeeigene Luftdichtheitsschicht mit dem Luftdichtheitselement beispielsweise mittels Verklebung verbunden.About such a connection system, it is possible that the building side fitting with an airtightness element is first attached to the building. In a further step, the building's own airtightness layer is connected to the airtightness element, for example by means of adhesive bonding.
Die Luftdichtheitsschicht kann eine Folie und/oder thermische und/oder akustische Dämmelemente aufweisen, die auf das Gebäude aufgebracht werden.The airtightness layer may comprise a foil and / or thermal and / or acoustic insulation elements which are applied to the building.
Danach kann das Holzbauelement über den holzbauelementseitigen Beschlag am Gebäude befestigt werden, indem die beiden Beschläge über das Koppelelement miteinander verbunden werden. Die Verbindung zwischen den beiden Beschlägen ist zwar lösbar, aber auch im Wesentlichen biegesteif und starr. Eine lösbare Verbindung kann im einfachsten Fall eine Schraubverbindung sein. Andere Arten von Verbindungen wären aber auch denkbar, wie z.B. eine Hakenverbindung, eine formschlüssige Verbindung wie beispielsweise eine Schwalbenschwanzverbindung. Unter einer starren Verbindung ist eine solche gemeint, bei der Deformationen so gering sind, dass die Kraftangriffspunkte vernachlässigbare Verschiebungen erfahren. Allenfalls umfassen solche starre Verbindungen gedämpft elastische Verbindungen, die sich aus Körperschalldämmung ergeben.Thereafter, the timber component can be attached to the building via the wood component side fitting by the two fittings are connected to each other via the coupling element. The connection between the two fittings is indeed solvable, but also substantially rigid and rigid. A releasable connection can be a screw connection in the simplest case. Other types of connections would also be conceivable, such as e.g. a hook connection, a positive connection such as a dovetail connection. By a rigid connection is meant one in which deformations are so small that the force application points experience negligible displacements. At most, such rigid compounds include damped elastic compounds resulting from structure-borne sound insulation.
Dadurch, dass zwei in einem von 180° verschiedenen Winkel zueinander angeordnete Kontaktflächen vorgesehen sind, umgreift der Halteabschnitt das Holzbauelement an zwei Kontaktflächen, was einen idealen Kraftfluss innerhalb des Verbindungssystems ermöglicht.Characterized in that two are provided at a different angle from 180 ° to each other arranged contact surfaces, the holding portion engages around the wooden component at two contact surfaces, which allows an ideal flow of force within the connection system.
In einer Ausführungsvariante ist vorgesehen, dass der erste Halteabschnitt (i) einen gebäudeseitigen Beschlag mit einer ersten gebäudeseitigen Kontaktfläche zur Befestigung an einer ersten Fläche des Gebäudeelements und (ii) eine zweite gebäudeseitige Kontaktfläche für eine zweite Fläche des Gebäudeelements aufweist, wobei die erste gebäudeseitige Kontaktfläche des gebäudeseitigen Beschlags und die zweite gebäudeseitige Kontaktfläche des ersten Halteabschnitts einen von 180° verschiedenen Winkel β miteinander einschließen.In one embodiment, it is provided that the first holding section (i) has a building-side fitting with a first building-side contact surface for attachment to a first surface of the building element and (ii) a second building-side contact surface for a second surface of the building element, wherein the first building-side contact surface of the building-side fitting and the second building-side contact surface of the first holding portion enclose an angle β different from 180 ° with each other.
Die bisher beschriebenen Ausführungsvarianten ermöglichen einen idealen Kraftfluss zwischen den zu verbindenden Elementen. Insbesondere treten durch übliche schlanke Querschnittsformen des Holzbauelements hohe Biegespannungen auf. Indem der zweite Halteabschnitt einen holzbauelementseitigen Beschlag mit einer Kontaktfläche zur Befestigung an einer ersten Fläche des Holzbauelements und eine Anlagefläche für eine zweite Fläche des Holzbauelements aufweist, wobei diese Flächen in einem Winkel α, der von 180° verschieden ist, zueinander angeordnet sind, können diese Biegemomente vom holzbauelementeseitigen Beschlag über das Koppelelement auf das Gebäudeelement ideal übertragen werden. Dies ermöglicht auch weit auskragende Holzbauelemente.The previously described embodiments allow an ideal power flow between the elements to be connected. In particular, occur by conventional slender cross-sectional shapes of the timber component high bending stresses. In that the second holding portion has a wood component-side fitting with a contact surface for attachment to a first surface of the timber component and a contact surface for a has second surface of the timber component, these surfaces are at an angle α, which is different from 180 °, arranged to each other, these bending moments can be ideally transmitted from the wood hardware side fitting on the coupling element to the building element. This also allows for far overhanging timber construction elements.
Wenn auch der erste Halteabschnitt einen gebäudeseitigen Beschlag mit einer Kontaktfläche zur Befestigung an einer ersten Fläche des Gebäudeelements und einer Kontaktfläche für eine zweite Fläche des Gebäudeelements aufweist, und wenn auch hier die Kontaktfläche des gebäudeseitigen Beschlags und die andere Kontaktfläche einen Winkel β von 180° miteinander einschließen, können auch diese Kräfte ideal übertragen werden.Although the first holding portion has a building-side fitting with a contact surface for attachment to a first surface of the building element and a contact surface for a second surface of the building element, and although here the contact surface of the building side fitting and the other contact surface an angle β of 180 ° with each other These forces can also be ideally transmitted.
In einer Ausführungsvariante kann vorgesehen sein, dass der Winkel α und / oder der Winkel β etwa zwischen 45° und 135°, vorzugsweise etwa 90° betragen. Darüber hinaus werden Holzbauelemente in der Regel mit rechtwinkelig zueinander angeordneten Flächen hergestellt, sodass sich hier auch produktionstechnische Vorteile ergeben.In one embodiment, it can be provided that the angle α and / or the angle β are approximately between 45 ° and 135 °, preferably approximately 90 °. In addition, wood components are usually made with perpendicular to each other arranged surfaces, so there are also production advantages.
Bevorzugt ist vorgesehen, dass die erste Kontaktfläche des gebäudeseitigen Beschlags und die erste Kontaktfläche des holzbauelementseitigen Beschlags im Wesentlichen parallel zueinander angeordnet sind oder im Wesentlichen in einer Ebene liegen. Die Variante, dass die Kontaktflächen etwa in einer Ebene liegen oder nur einen Versatz (und damit eine parallele Anordnung) von unter 100 % der Dicke des Holzbauelements aufweisen hat für die Kräfteübertragung Vorteile.It is preferably provided that the first contact surface of the building-side fitting and the first contact surface of the wood component-side fitting are arranged substantially parallel to each other or lie substantially in one plane. The variant that the contact surfaces are approximately in one plane or have only one offset (and thus a parallel arrangement) of less than 100% of the thickness of the timber component has advantages for the transmission of forces.
Es kann in einer Ausführungsvariante der gebäudeseitige Beschlag und der holzbauelementseitige Beschlag im Wesentlichen parallel zueinander angeordnet sein oder im Wesentlichen in einer Ebene liegen.It may be arranged in a variant of the building side fitting and the wood component-side fitting substantially parallel to each other or lie substantially in one plane.
Eine Ausführungsvariante sieht vor, dass die zweite Kontaktfläche des zweiten Halteabschnitts und die zweite Kontaktfläche des ersten Halteabschnitts im Wesentlichen parallel zueinander angeordnet sind. Damit sind diese beiden Kontaktflächen mit Abstand zueinander angeordnet. Dies hat den Vorteil, dass in diesen Abstand weitere Elemente, insbesondere Dämmelemente, Putz, Brandschutzelemente oder dgl. einbringbar sind.An embodiment variant provides that the second contact surface of the second holding portion and the second contact surface of the first holding portion are arranged substantially parallel to each other. Thus, these two contact surfaces are arranged at a distance from each other. This has the advantage that in this distance further elements, in particular insulation elements, plaster, fire protection elements or the like. Can be introduced.
Daher kann vorgesehen sein, dass im Einbauzustand das Holzbauelement zum Gebäudeelement um einen Abstand D beabstandet zu liegen kommen, sodass zwischen Holzbauelement und Gebäudeelement ein Wärmedämmelement und/oder ein anderes Fassadenelement - wie beispielsweise eine Verputzschicht oder Brandschutzplatten - einbringbar ist.Therefore, it can be provided that in the installed state, the timber component to the building element spaced by a distance D come to rest, so that between wood component and building element, a thermal insulation element and / or another Façade element - such as a plaster layer or fire protection boards - can be introduced.
Weiters kann vorgesehen sein, dass der gebäudeseitige Beschlag derart ausgebildet ist, dass er mittels zumindest eines Befestigungsmittels mit dem Gebäudeelement verbindbar ist, und dass der holzbauelementseitige Beschlag mit dem Holzbauelement mittels zumindest eines Befestigungsmittels verbindbar ist. Dies ermöglicht eine einfache Montage des Holzbauelements und des Gebäudeelements. Im einfachsten Fall können Bohrungen vorgesehen sein, über welche die Befestigungsmittel einführbar und in das Holzbau- oder Gebäudeelement einbringbar sind. Es kann sich bei den Befestigungsmitteln um stiftförmige wie z.B. um Schrauben, Nägel, Bolzen oder dgl. handeln. Es können aber auch andere Arten der Befestigung vorgesehen sein, wie z.B. Klammern, Halterungen, Kleber etc.Furthermore, it can be provided that the building-side fitting is designed such that it can be connected by means of at least one fastening means with the building element, and that the wood component-side fitting with the timber component by means of at least one fastening means is connectable. This allows easy installation of the timber component and the building element. In the simplest case bores can be provided, via which the fastening means can be inserted and introduced into the wooden building or building element. It may be in the fasteners to pin-shaped such. act around screws, nails, bolts or the like. However, other types of attachment may be provided, such as e.g. Brackets, holders, glue etc.
Bevorzugt ist vorgesehen, dass der jeweilige Beschlag Führungen für - vorzugsweise stiftförmige - Befestigungsmittel aufweist, sodass die Befestigungsmittel in einem definierten räumlichen Winkel γ, δ zur jeweiligen Kontaktfläche des Beschlags einbringbar sind. Es kann zumindest ein Teil der Führungen der Befestigungsmittelführungen so ausgebildet sein, dass im Einbauzustand die jeweiligen stiftförmigen Befestigungsmittel in das jeweilige Bauelement schräg zur Anlagefläche am Beschlag eindringen, vorzugsweise unter einem räumlichen Winkel γ, δ zwischen 30 Grad und 60 Grad (
In einer Ausführungsvariante ist eine Stellvorrichtung vorgesehen, mit welcher der Neigungswinkel ε zwischen der zweiten Kontaktfläche des zweiten Halteabschnitts und der zweiten gebäudeseitigen Kontaktfläche des ersten Halteabschnitts einstellbar ist. Damit können lastbedingte oder produktionsbedingte Neigungen zwischen Holzbauelement und Gebäudeelement ausgeglichen werden.In one embodiment, an adjusting device is provided, with which the inclination angle ε between the second contact surface of the second holding portion and the second building-side contact surface of the first holding portion is adjustable. Thus, load-related or production-related inclinations between wood component and building element can be compensated.
Weiters kann vorgesehen sein, dass die Stellvorrichtung ein Stellelement aufweist, mit welchem ein Abstand d zwischen erstem Halteabschnitt und zweitem Halteabschnitt veränderbar ist. Im einfachsten Fall bilden dabei die parallel zueinander angeordneten Kontaktflächen der beiden Halteabschnitte über das Koppelelement ein Profil mit zwei Schenkeln, z.B. ein U- oder V-Profil (wobei die Orientierung des Profils egal ist), wobei die Schenkelenden über das Stellelement distanzveränderlich sind.Furthermore, it can be provided that the adjusting device has an adjusting element with which a distance d between the first holding section and the second holding section is variable. In the simplest case, the contact surfaces of the two holding sections arranged parallel to one another via the coupling element form a profile with two legs, eg a U or V profile (the orientation of the profile does not matter), whereby the leg ends are distance-displaceable via the adjusting element.
Die Stellvorrichtung kann an einer ersten Verbindungsstelle am gebäudeseitigen Beschlag und mit Abstand an einer zweiten Verbindungsstelle am holzbauelementseitigen Beschlag befestigt sein, wobei die Stellvorrichtung ein Stellelement aufweist, mit welchem der Abstand d zwischen den beiden Verbindungsstellen veränderbar ist.The adjusting device can be fastened at a first connection point on the building-side fitting and at a distance at a second connection point on the wood component side fitting, wherein the adjusting device has an actuating element with which the distance d between the two connection points can be changed.
Auch kann die Stellvorrichtung einen Gelenkabschnitt aufweisen, mit welchem der Neigungswinkel ε einstellbar ist.Also, the adjusting device may have a joint portion with which the inclination angle ε is adjustable.
Beispielsweise könnte ein gelenkiges Stellelement vorgesehen sein, welches eine Kugelkalotte aufweist, mittels dessen zumindest der Neigungswinkel zwischen gebäudeseitigem Beschlag und holzbauelementseitigem Beschlag um eine mittels Kugelkalotte ausgebildete Drehachse A verstellbar ist. Alternativ dazu kann das Stellelement eine Stellvorrichtung aufweisen, die eine Zugschraube, eine Druckschraube, einen Exzenter oder einer Kombinationen davon, aufweist, welche durch das Stellelement mittels Kugelkalotte, Zylindersegment oder dgl. aufgenommen wird.For example, an articulated actuator could be provided, which has a spherical cap, by means of which at least the angle of inclination between the building side fitting and wood component-side fitting is adjustable about a formed by Kugelkalotte axis of rotation A. Alternatively, the adjusting element may comprise an adjusting device, which has a lag screw, a pressure screw, an eccentric or a combination thereof, which is received by the adjusting element by means of spherical cap, cylinder segment or the like.
Weiters kann vorgesehen sein, dass am ersten Halteabschnitt ein Luftdichtheitselement angebracht ist, an welchem die gebäudeseitige Luftdichtheitsschicht, beispielsweise mittels Verklebung, angebunden wird.Furthermore, it can be provided that an airtightness element is attached to the first holding section, to which the building-side airtightness layer, for example by means of gluing, is connected.
Das Verbindungssystem kann derart ausgebildet sein, dass das Koppelelement mit dem gebäudeseitigen Beschlag, dem holzbauelementseitigen Beschlag oder beiden lösbar und im Wesentlichen starr verbindbar ist. In diesen Fall ist das Koppelelement von den beiden Beschlägen abtrennbar. In einer bevorzugten Ausführungsvariante ist das Koppelelement mit dem gebäudeseitigen Beschlag unlösbar verbunden und mit dem holzbauelementseitigen Beschlag lösbar und im Wesentlichen starr verbunden. Diese Ausführungsvariante hat den Vorteil, dass der gebäudeseitige Beschlag einerseits am Gebäude befestigt werden kann und der holzbauelementseitige Beschlag andererseits am Holzbauelement befestigt werden kann, woraufhin die beiden Beschläge miteinander verbunden werden, sodass das Holzbauelement rasch montiert werden kann.The connection system can be designed such that the coupling element with the building-side fitting, the wood component-side fitting or both is releasably and substantially rigidly connected. In this case, the coupling element can be separated from the two fittings. In a preferred embodiment, the coupling element with the building-side fitting is permanently connected and releasably connected to the wood component side fitting and substantially rigid. This embodiment has the advantage that the building-side fitting on the one hand can be attached to the building and the wood component side fitting on the other hand can be attached to the timber component, whereupon the two fittings are connected together, so that the timber component can be installed quickly.
Die lösbare Verbindung von gebäudeseitigem Beschlag und holzbauelementseitigem Beschlag kann z.B. auch so erfolgen, dass gleichzeitig auch das Holzbauelement befestigt wird. Beispielsweise kann eine Schraube vorgesehen sein, mit welcher die beiden Beschläge miteinander verbunden werden, indem die Schraube durch Aufnahmen in den beiden Beschlägen (z.B. Bohrungen) geführt wird und in das Holzbauelement eingeschraubt wird.The detachable connection of building-side fitting and wood component side fitting can for example also be done so that at the same time the wood component is attached. For example, a screw may be provided, with which the two fittings are connected to each other by the screw is guided by receptacles in the two fittings (eg holes) and is screwed into the timber component.
In einer Ausführungsvariante kann vorgesehen sein, dass das Koppelelement und der holzbauelementseitige Beschlag Abschnitte aufweisen, die formschlüssig dergestalt ineinander greifen, dass zumindest ein Teil des Lastabtrages vom holzbauelementseitigen Beschlag zum Koppelelement über diesen Formschluss erfolgt.In one embodiment, it can be provided that the coupling element and the wood component-side fitting have sections that form-fit engage each other such that at least a portion of the load transfer from the wood component side fitting to the coupling element via this form-fitting.
Das Koppelelement weist bevorzugt Aussparungen und mehrere Schenkel auf, die einen idealen Kraftfluss ermöglichen. Daher kann ein Versteifungselement vorgesehen sein, um die Stabilität des Koppelements zu erhöhen. Falls das Koppelelement parallele Schenkel aufweist, kann das Versteifungselement die beiden Schenkel miteinander verbinden.The coupling element preferably has recesses and a plurality of legs, which allow an ideal flow of force. Therefore, a stiffening element may be provided to increase the stability of the coupling element. If the coupling element has parallel legs, the stiffening element can connect the two legs together.
Es kann vorgesehen sein, dass der holzbauelementseitige Beschlag im Montagezustand das Holzbauelement am holzbauelementseitigen Beschlag hängend verbindbar ist.It can be provided that the wood component-side fitting in the assembled state, the timber component on the wood component side fitting is connected hanging.
In einem Aspekt der Erfindung ist eine Holzbauverbindung vorgesehen, welche ein Verbindungssystem der vorgenannten Art aufweist, wobei der holzbauelementseitige Beschlag und der gebäudeelementseitige Beschlag mit dem Koppelelement verbunden sind, ein Holzbauelement, das mit dem holzbauelementseitigen Beschlag mittels zumindest eines Befestigungsmittels verbunden ist, und ein Gebäudeelement, das mit dem gebäudeelementseitigen Beschlag mittels eines Befestigungsmittels verbunden ist.In one aspect of the invention, a timber construction joint is provided, which has a connection system of the aforementioned type, wherein the timber component side fitting and the building element side fitting are connected to the coupling element, a timber component, which is connected to the wood component side fitting by means of at least one fastening means, and a building element which is connected to the building element side fitting by means of a fastening means.
Weitere Vorteile und Details der Erfindung werden anhand der nachfolgenden Figuren dargestellt.
- Fig. 1a, 1b
- zeigt zwei Ansichten einer Holzbauverbindung nach Stand der Technik.
- Fig. 2
- zeigt ein Verbindungssystem nach der Erfindung.
- Fig. 3
- zeigt die im Verbindungssystem nach
Fig. 2 auftretenden Kraftflüsse und Kontaktflächen - Fig. 4
- zeigt ein Verbindungssystem gemäß einer Ausführungsform.
- Fig. 5
- Zeigt ein Verbindungssystem in Anlehnung an
Fig. 2 mit Holzbauelement und Gebäudeelement in leichten Abwandlungen. - Fig. 6
- zeigt eine alternative Ausführungsvariante eines Verbindungssystems.
- Fig. 7, 8
- zeigen weitere Verbindungssysteme in Anlehnung an
Fig. 2 mit Holzbauelement und Gebäudeelement in leichten Abwandlungen. - Fig. 9
- zeigt eine Stelleinrichtung für ein Verbindungssystem.
- Fig. 10
- zeigt mehrere Anordnungspositionen in schematischer Darstellung anhand eines Gebäudes.
- Fig. 1a, 1b
- shows two views of a timber construction connection according to the prior art.
- Fig. 2
- shows a connection system according to the invention.
- Fig. 3
- shows the in the connection system
Fig. 2 occurring force flows and contact surfaces - Fig. 4
- shows a connection system according to an embodiment.
- Fig. 5
- Displays a connection system based on
Fig. 2 with wooden construction element and building element in slight modifications. - Fig. 6
- shows an alternative embodiment of a connection system.
- Fig. 7, 8
- show other connection systems based on
Fig. 2 with wooden construction element and building element in slight modifications. - Fig. 9
- shows an adjusting device for a connection system.
- Fig. 10
- shows several arrangement positions in a schematic representation of a building.
Der zweite Halteabschnitt 14 weist einen holzbauelementseitigen Beschlag 20 mit einer ersten Kontaktfläche 30 zur Befestigung an einer ersten Fläche des Holzbauelements 3 auf. Das Holzbauelement 3 wird hierfür an die Kontaktfläche 30 angelegt und mittels Befestigungsmitteln 40 fixiert. Weiters weist der holzbauelementseitige zweite Halteabschnitt 14 eine zweite Kontaktfläche 31 für eine zweite Fläche des Holzbauelements 3 auf. Das Holzbauelement 3 liegt an dieser Stelle an der zweiten Kontaktfläche 31 an und sorgt so für eine Kraftableitung in das Koppelelement 15 hin zum ersten Halteabschnitt 13.The
Die erste Kontaktfläche 30 des holzbauelementseitigen Beschlags 20 und die zweite Kontaktfläche 31 des zweiten Halteabschnitts stehen in einem, an den Kraftfluss und das Holzbauelement angepassten, Winkel α zueinander (hier dargestellt mit α=90°).The
Im gezeigten Ausführungsbeispiel ist vorgesehen, dass der erste Halteabschnitt 13 einen gebäudeseitigen Beschlag 19 mit einer ersten Kontaktfläche 32 zur Befestigung an einer ersten gebäudeseitigen Kontaktfläche 32 des Gebäudeelements 5 aufweist. Auch an diesem Halteabschnitt 13 erfolgt mittels Befestigungsmitteln 40 (z.B. Schrauben) eine Befestigung, wobei an dieser Stelle das Gebäudeelement 5 befestigt wird.In the embodiment shown, it is provided that the
Der erste Halteabschnitt 13 weist weiters eine zweite Kontaktfläche 33 für eine zweite gebäudeseitige Fläche 33 des Gebäudeelements 5 auf. Das Gebäudeelement 5 liegt also ebenfalls an zwei Flächen 32, 33 am Verbindungselement 1 an, wobei erste Kontaktfläche 32 des gebäudeseitigen Beschlags 19 und zweite Kontaktfläche 33 des ersten Halteabschnitts 13 einen Winkel β einschließen, der entsprechend einem optimalen Kraftfluss und das Holzbauelement angepasst ist (hier dargestellt mit β =90°).The
Im Verbindungssystem 1 der
Das Verbindungssystem 1 der
Holzbau- 3 und Gebäudeelement 5 sind mit mehreren Befestigungsmitteln 40 mit dem Verbindungssystem 1 verbunden. Hierfür kommen insbesondere stiftförmige Befestigungsmittel 40 wie Schrauben (dargestellt), Nägel, Bolzen, und Klammern aber auch flächige Befestigungsmittel 40 wie Epoxidharzkleber oder dgl. in Frage. Bei Verwendung von stiftförmigen Befestigungsmitteln 40 weist der jeweilige Beschlag 19, 20 Befestigungsmittelführungen 41 auf, sodass diese in dem an das erforderliche Trag- und Steifigkeitsverhalten angepassten Winkeln γ, δ zur jeweiligen Kontaktfläche 30, 32 bzw. 31, 32 des Beschlags 19, 20 einbringbar sind. Die Winkel γ, δ sind hier jeweils in etwa mit 45° dargestellt.Holzbau- 3 and
Im Bereich des Koppelements 15 ist eine Stellvorrichtung 26 vorgesehen. Mit dieser kann der der Neigungswinkel ε zwischen den Schenkeln 22a, 22b des Koppelelementes 15 eingestellt werden. Sofern die Winkel α und β (wie in
Im gezeigten Ausführungsbeispiel weist die Stellvorrichtung 26 ein Stellelement 27 auf, mit welchem ein Abstand d zwischen erstem Halteabschnitt 13 und zweitem Halteabschnitt 14 veränderbar ist. Dadurch kann der Winkel zwischen den Schenkeln 23a, 23b des Koppelelementes 15 verstellt werden. Dabei wird die Neigung der zueinander U-förmig angeordneten Schenkel 22a, 22b verändert.In the exemplary embodiment shown, the adjusting
Im Einbauzustand ist das Holzbauelement 3 zum Gebäudeelement 5 um einen Abstand D beabstandet, sodass zwischen Holzbauelement 3 und Gebäudeelement 5 ein Wärmedämmelement 7 und/oder ein anderes Fassadenelement 8 - wie beispielsweise eine Verputzschicht oder Brandschutzplatten - einbringbar ist.In the installed state, the
Erkennbar ist außerdem das Versteifungselement 29 für einen besseren Kraftfluss zwischen den beiden Halteabschnitten 13, 14.Visible is also the
Claims (15)
einen ersten Halteabschnitt (13) für das Gebäudeelement (5),
einen zweiten Halteabschnitt (14) für das Holzbauelement (3),
ein Koppelelement (15), welches den ersten Halteabschnitt (13) und den zweiten Halteabschnitt (14) lösbar miteinander verbindet,
wobei der zweite Halteabschnitt (14)
a first holding section (13) for the building element (5),
a second holding section (14) for the timber component (3),
a coupling element (15) which releasably connects the first holding section (13) and the second holding section (14),
wherein the second holding portion (14)
ein Verbindungssystem (1) nach einem der Ansprüche 1 bis 13, wobei der holzbauelementseitige Beschlag (14) und der gebäudeelementseitige Beschlag (13) mit dem Koppelelement (15) verbunden sind,
ein Holzbauelement (3), das mit dem holzbauelementseitigen Beschlag (14) mittels zumindest eines Befestigungsmittels (40) verbunden ist, und
ein Gebäudeelement (5), das mit dem gebäudeelementseitigen Beschlag (13) mittels eines Befestigungsmittels (40) verbunden ist.Timber construction connection (2) comprising
a connection system (1) according to one of claims 1 to 13, wherein the wood component-side fitting (14) and the building element-side fitting (13) are connected to the coupling element (15),
a timber component (3) which is connected to the wood component-side fitting (14) by means of at least one fastening means (40), and
a building element (5) which is connected to the building element-side fitting (13) by means of a fastening means (40).
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP16179323.7A EP3269889B1 (en) | 2016-07-13 | 2016-07-13 | Connection system |
US16/311,559 US20190186121A1 (en) | 2016-07-13 | 2017-07-13 | Connection system |
PCT/EP2017/067662 WO2018011329A1 (en) | 2016-07-13 | 2017-07-13 | Connection system |
CA3027472A CA3027472A1 (en) | 2016-07-13 | 2017-07-13 | Connection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP16179323.7A EP3269889B1 (en) | 2016-07-13 | 2016-07-13 | Connection system |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3269889A1 true EP3269889A1 (en) | 2018-01-17 |
EP3269889B1 EP3269889B1 (en) | 2020-11-25 |
Family
ID=56464041
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16179323.7A Active EP3269889B1 (en) | 2016-07-13 | 2016-07-13 | Connection system |
Country Status (4)
Country | Link |
---|---|
US (1) | US20190186121A1 (en) |
EP (1) | EP3269889B1 (en) |
CA (1) | CA3027472A1 (en) |
WO (1) | WO2018011329A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20180371741A1 (en) * | 2015-12-02 | 2018-12-27 | Universitat Innsbruck | Connecting Device for Mounting a Wooden Construction Element |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2991744A1 (en) | 2015-07-09 | 2017-01-12 | Simpson Strong-Tie Company, Inc. | Fastening and alignment member |
FI3824211T3 (en) | 2018-07-17 | 2024-07-22 | Hilti Ag | Feedthrough module for installation in a wooden structure |
US20220275635A1 (en) * | 2021-02-26 | 2022-09-01 | Mercer Mass Timber Llc | Cross-laminated timber and cold formed steel connector and system |
AU2022338257A1 (en) * | 2021-09-03 | 2024-03-14 | Simpson Strong-Tie Company Inc. | Wood and steel beam composite panel |
GB202117649D0 (en) * | 2021-12-07 | 2022-01-19 | Sigmat Ltd | A floor tie |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8803937U1 (en) * | 1988-03-23 | 1988-06-01 | Schlegel, Ernst, Dipl.-Ing. (FH), 8058 Erding | Wooden balcony connector for connection to reinforced concrete ceilings |
US8893441B1 (en) * | 2013-06-17 | 2014-11-25 | John Hess, III | Continuous load path construction beam |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2629906A (en) * | 1951-04-06 | 1953-03-03 | Paul N Holmes | Timber truss joint |
US4261155A (en) * | 1979-11-16 | 1981-04-14 | Simpson Manufacturing Co., Inc. | Infinite skewed hanger |
US4381635A (en) * | 1980-09-29 | 1983-05-03 | Solo Charles P | Instant truss roof support system |
US5061111A (en) * | 1991-01-02 | 1991-10-29 | Kiyoshi Hosokawa | Metal connector for wooden building and jointing structure of wooden building using the same |
US5253945A (en) * | 1991-12-31 | 1993-10-19 | Kiyoshi Hosokawa | Metal connector for building and jointing structure of building using the same |
US5620275A (en) * | 1994-12-23 | 1997-04-15 | Novacek; Josef | Timber beam hanger and resulting beam connection |
JP3066734B2 (en) * | 1996-11-15 | 2000-07-17 | 株式会社ウエスト | Equipment for wooden building framing |
US6669396B2 (en) * | 1997-06-09 | 2003-12-30 | Sfs Industrie Holding Ag | Connecting element for connecting at least two wooden construction parts and a joint plate |
JP3164301B2 (en) * | 1998-09-22 | 2001-05-08 | 株式会社日本衛生センター | Seismic reinforcement bracket |
US7891144B2 (en) * | 2004-08-04 | 2011-02-22 | Simpson Strong-Tie Company, I{umlaut over (n)}c. | Adjustable heavy girder tiedown |
WO2007058974A2 (en) * | 2005-11-10 | 2007-05-24 | Newell Robert M | Articulated shoring cup |
US7798461B2 (en) * | 2006-06-19 | 2010-09-21 | Hackney Michael P | Rotating bracket assembly for collapsible and permanent building-frame construction |
DE102008061009A1 (en) * | 2008-12-08 | 2010-06-10 | Schöck Bauteile GmbH | Wall mounting device for attaching balcony slab to building, has connecting unit with recess in form of sleeve element into which engaging element is engaged with free end for attaching building part |
DE202010002026U1 (en) * | 2010-02-08 | 2010-04-22 | Thomas Kg | Device for attaching a cantilevered from a building support beam |
EP3234278A1 (en) * | 2014-12-17 | 2017-10-25 | Dow Corning Corporation | Thermally broken anchor and assembly including the same |
DE102015224116A1 (en) * | 2015-12-02 | 2017-06-08 | Universität Innsbruck | CONNECTING DEVICE FOR MOUNTING A WOODEN PANEL ELEMENT |
CA2984664A1 (en) * | 2016-11-07 | 2018-05-07 | Simpson Strong-Tie Company, Inc. | Concealed joist tie with sloped center flange |
US10233632B1 (en) * | 2017-09-21 | 2019-03-19 | Jason Thomas Wokutch | Rotatable stud framing guide |
-
2016
- 2016-07-13 EP EP16179323.7A patent/EP3269889B1/en active Active
-
2017
- 2017-07-13 US US16/311,559 patent/US20190186121A1/en not_active Abandoned
- 2017-07-13 CA CA3027472A patent/CA3027472A1/en active Pending
- 2017-07-13 WO PCT/EP2017/067662 patent/WO2018011329A1/en active Application Filing
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8803937U1 (en) * | 1988-03-23 | 1988-06-01 | Schlegel, Ernst, Dipl.-Ing. (FH), 8058 Erding | Wooden balcony connector for connection to reinforced concrete ceilings |
US8893441B1 (en) * | 2013-06-17 | 2014-11-25 | John Hess, III | Continuous load path construction beam |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20180371741A1 (en) * | 2015-12-02 | 2018-12-27 | Universitat Innsbruck | Connecting Device for Mounting a Wooden Construction Element |
US11674300B2 (en) * | 2015-12-02 | 2023-06-13 | Universitat Innsbruck | Connecting device for mounting a wooden construction element |
Also Published As
Publication number | Publication date |
---|---|
US20190186121A1 (en) | 2019-06-20 |
EP3269889B1 (en) | 2020-11-25 |
CA3027472A1 (en) | 2018-01-18 |
WO2018011329A1 (en) | 2018-01-18 |
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