EP1185745B1 - Balkenanordnung mit verbindungselement für wohnhaus - Google Patents

Balkenanordnung mit verbindungselement für wohnhaus Download PDF

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Publication number
EP1185745B1
EP1185745B1 EP99972707A EP99972707A EP1185745B1 EP 1185745 B1 EP1185745 B1 EP 1185745B1 EP 99972707 A EP99972707 A EP 99972707A EP 99972707 A EP99972707 A EP 99972707A EP 1185745 B1 EP1185745 B1 EP 1185745B1
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EP
European Patent Office
Prior art keywords
linking element
beams
arrangement according
section
profile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP99972707A
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English (en)
French (fr)
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EP1185745A1 (de
Inventor
Jacques Vanbeveren
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nv De Betaalbare Woningen
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Nv De Betaalbare Woningen
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Publication of EP1185745A1 publication Critical patent/EP1185745A1/de
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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements

Definitions

  • the present invention relates to a beam arrangement for the construction of dwellings, in particular of wood, the arrangement least one wall consisting of rows of beams placed one above the other.
  • the aforementioned walls meet in certain zones with formation of corner joining zones, in which the corner beams are joined together by a connecting element, which is provided between two superposed rows of adjacent beams at corner junction areas.
  • Beams have two mutually opposite connecting surfaces, which are provided to cooperate with the corresponding surfaces of an adjacent beam.
  • Moon said surfaces have a support function, while the other presents a support function.
  • the support surface has a two stud profile longitudinal grooves forming between them a longitudinal groove, while the opposed bearing surface has at least one longitudinal mortise parallel to said longitudinal groove.
  • the tenons and mortise (s) are intended to cooperate with each other, so as to leave between the support surfaces and of support of superimposed beams a space forming a housing intended to receive the connecting element.
  • the cross section of the connecting element presents a angular contour.
  • the aforementioned beams are provided partial recesses in said areas, particularly when a wall outer and inner meet. These recesses are such that the beams that come together can engage each other with formation of a bond angle that has a certain strength.
  • the aforementioned known device has the disadvantage that there is a localized formation of protruding parts at the ends of each level of beam. This causes the consumption of a large amount of materials that makes no contribution in itself to the constitution of the wall itself, so that is a waste of materials.
  • protruding wall parts cause problems when the side the exterior of such a dwelling must be lined and the material coating is of the panel type, plastering, and the like.
  • EP-A-0 470 062 discloses a device having the features mentioned in the preamble of the claim principal, in particular that relating to at least one longitudinal mortise.
  • the present invention aims to remedy the problems mentioned above.
  • an arrangement as defined in the main claim 1 as well as a method of assembly as defined in claim 17.
  • the structure obtained through the following arrangement the invention thus has a series of advantages which are explained below.
  • the substantial thickness of the connecting element itself contributes also to a strengthened stability of the construction.
  • Another advantage is the elimination of airflow formation between adjacent beams.
  • This also provides a significantly improved firewall effect for a wall obtained thanks to the invention which is a particularly critical point for wooden constructions. As a result, there is no risk of propagation fire due to any air circulation.
  • the present invention also relates to a method of assembling a wall consisting of beams assembled together by connecting elements according to the invention, as well as to this last element.
  • the walls of a dwelling construction are formed by beams, 20, 20 'which are mutually superposed.
  • Beams, 20, 20 ' are provided at their top surface or bearing surface of two tenons longitudinal and parallel 21, 22, while at their base or support surface, they are provided with two longitudinal and substantially parallel mortises 31, 32.
  • the mortises 31, 32 of an upper beam 20 ' can be placed on the tenon 21 and 22 respectively of a beam 20 lying below it 20 ', so as to prevent lateral displacement of these beams 20, 20 '.
  • the outline of each mortise 31, 32 is especially adapted to the contours of the vertex portions of the corresponding tenons 31, 32 so as to ensure a good interlocking of one in the other.
  • aforementioned basic surface of the beams may have only one mortise, allowing to fit the two aforementioned tenons in one piece.
  • the beam has an upper face having a profile complementary to the profile of the lower face.
  • the profile of the upper face has besides the two tenons longitudinals forming between them a longitudinal mortise also two horizontal longitudinal edges 46.
  • the profile of the lower face has, in addition to the two parallel longitudinal mortises forming between them the rib of aforementioned separation, two lateral longitudinal edges 36.
  • the sides 25, 26 of the tenons 21, 22 are slightly inclined, thus than the corresponding sides 35, 36 of the mortises 31, 32. This allows a easier to stack the beams according to a fitting interlocking.
  • a connecting element 10 is arranged between each upper beam 20 'and each bottom beam 20 respectively in a space 33 which is formed between the two aforementioned studs 21 and 22, which space 33 in turn forms a groove for receiving the aforementioned connecting element 10.
  • the separation between the two mortises 31, 32 is formed on the contrary by a rib slightly protruding 34 whose height is substantially lower than that of the flanges outside 36.
  • the height of the separation rib 34 is also substantially less than the depth of the receiving groove 24 with which it cooperates intimately.
  • This notable height difference between the elements corresponding central commitment 24, 34 respectively leaves a space serving as a housing for the aforementioned connecting element 10 which is such that a game rather weak is left between the different elements in the presence.
  • This therefore makes it possible to house a connecting element 10, which is remarkable for its significant thickness, between two beams superimposed 20, 20 '. A very stable bond can thus be obtained as well.
  • the connecting element 10 is provided with anchoring elements 1, 2 which provide a effective all-round connection of adjacent beams 20, 20 'to each other.
  • the anchoring elements 1, 2 consist of projections which can be formed advantageously by anchor pins, for example cylindrical, which extend through the connecting element 10, on either side of the plane formed by it, as also shown in Figure 2 and transversely by report to this one.
  • Passages 18 are advantageously provided at different locations of the connecting element 10 so as to allow the passage through them of the elements anchor as indicated by the arrow indicated by F in Figure 5.
  • At least one wing passage 10 of connecting element is provided, preferably in each end zone thereof and at a distance from said end, as shown in Figures 4 and 7.
  • a certain clearance can advantageously be provided between the anchoring elements 1, 2 and the respective passages 18 so as to be able to absorb a deformation possible of the material of the beams, in particular of wood, under the effect of the variations ambient temperature and hygrometry or other climatic factors.
  • the anchoring elements 1, 2 have a length relatively large first compared to the thickness of the connecting element 10, but also with respect to the height of the beams 20, 20 'themselves, by example at least half of these, as it is clear from the figure 2.
  • a corresponding bore 28, 38 is provided in the beams so that the anchoring elements 1, 2 are distributed substantially equally during assembly of the connecting element in the beams, between the beams higher and lower 20, 20 'as clearly shown in Figure 3. It may be useful to provide additional space in the bore 38.
  • the anchoring elements 1, 2 can also be attached to the connecting element 10 as shown in FIG. 6, for example by welding or any other analogous way. It must be understood, however, that the connecting element 10 can be formed of a piece, its anchoring elements included.
  • the manufacture of the one-piece connecting element allows production of these elements monoblocks made of a high quality synthetic material which must have a characteristic of high mechanical strength, advantageously by a injection molding technology. This still has the advantage that he can be brought to the coupling element thus achieved 50 a certain elasticity which has the considerable advantage of absorbing the possible deformations of beams. This variant is illustrated in FIG.
  • the number of anchor elements per wing of Link 10 is preferably limited to one.
  • anchoring elements are distributed evenly along each wing 10.
  • the connecting element 10 thus forming a connecting stirrup between the beams has two wings 11, 12 which form between them an angle ⁇ .
  • the wings advantageously have a prismatic appearance section trapezoidal as shown in Figures 3 and 5. This form fits perfectly to the configuration of the groove 24 and the space 33 that is formed between the separation rib 34 and the receiving groove 24.
  • the trapezoidal shape of the section of the connecting element 10 allows a wedging of it between the two longitudinal tenons 21, 22 ensuring optimum stability to the assembly of the connecting element between the superposed rows of beams adjacent. It is clear from Figure 1 that this safe setting can be obtained thanks to the trapezoidal shape of the section.
  • the trapezoidal shape ensures also a good implementation of the liaison element through the introduction natural obtained from it with the small side of the section turned down as it appears from Figure 1. Thanks to the adequacy of the slopes of the tenons longitudinal cooperating with those oblique sides 17 of the prisms trapezoidal, the process of setting up the connecting stirrup 10 in the receiving groove 33 between the longitudinal tenons is optimal. Moreover, thanks at the height of this section, we obtain a larger contact surface between the connecting stirrup on the one hand and the receiving grooves of the beams to be assembled on the other hand, which ensures in addition to a better placement by the surface of greater contact also better insulation with removal of everything air flow.
  • the trapezoidal section is advantageously of the picked type, that is to say a aspect ratio of the section around the unit but which can go example of 0.5 to 1.5 and deviating from the lamellar structure whether it is flat or vertical.
  • the inner sides facing each other 23, 25 studs 21, 22 present advantageously a steeper slope than the outer sides 26 of them. This larger slope allows a more slippery introduction convenient and thus greater stabilization of the connecting element 10 between two tenons 21, 22.
  • a certain game 41, 42 is provided between the side forming the base 14 of the connecting profile 10 on the one hand and the bottom 24 of the junction between the two tenons 21, 22 on the one hand and between the side upper 15 of the connection profile 10 and the separation pin 34 on the other hand.
  • the angle ⁇ shown in the figures comprises approximately 90 ° constituting and a right angle to make walls at right angles or also T-links by incorporation of a T-profile not shown instead an angle profile 10.
  • linkage wing configurations described here namely L or angle and T
  • angle ⁇ mentioned above can be less than 90 ° or, where appropriate, also greater depending on the angle formed by the walls that it must be interconnected.
  • Each wing 1, 2 possesses a length of about 78 mm.
  • the trapezoidal cross section has a height of approximately 11 mm with a small base of 7 mm or more and big of 13 mm.
  • Each anchor rod 1, 2 has a diameter of up to about 7 mm for a length of about 83 mm.
  • the report of the great base relative to the small base of the cross section of the link profile is an order of magnitude ranging from approximately 1.5 to 2 and the ratio of height in relation to the average width measured as arithmetic mean of the big base and the small base is between 1 and 1.5 approximately.
  • the height of the trapezoidal section is preferably at least one-third, preferably at least the largest width of the cross section of the connecting profile 10 illustrated on Figure 7 while preferably not exceeding 1.5.
  • double wall configurations incorporating the connecting element according to the present invention may also advantageously be used.
  • the configuration of the beams is perfectly adapted to the form of the aforementioned connecting element, which, as we have already seen, ensures by the picked and angular shape of its section, a perfectly shaped connection of the beam / link bracket assembly.
  • the installation of the connecting stirrup 10 is done also in a certain way. In this respect, he comes to stay, when he place in the reception area 33 provided for this purpose. It is thus found in a stable equilibrium situation.
  • manipulators must act quickly under the constraint of time, the profile of link can be placed quickly since the connection bracket itself will automatically wedge in said space between the tenons longitudinal.
  • removable anchor rods 1,2 these may be easily placed in a second phase by passing them through the passages provided for this purpose through each of the wings 11, 12 of the caliper of connection and in holes or bores 28, 38 made in the beams themselves lying in the extension of the aforementioned passages. Thanks to its shape and to the installation of the stirrup which is carried out correctly the first blow, the aforementioned alignment between a passage in each of the wings and other Bore part in the beams will also be well secured the first time. In effect, thanks to its shape, no angular positioning error with respect to the horizontal can not be committed by the construction worker or even by a less experienced person when setting up, unlike connecting stirrups with a flatter profile.

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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)
  • Building Environments (AREA)

Claims (17)

  1. Anordnung von Balken für den Wohnungsbau, insbesondere aus Holz, wobei die Anordnung zumindest eine Wand umfasst, die aus Reihen von übereinandergelegten Balken (20, 20') gebildet ist, wobei diese Wände in bestimmten Bereichen unter Bildung von Winkelverbindungsbereichen aufeinandertreffen, in welchen die Winkelbalken durch ein Verbindungselement (10) miteinander verbunden sind, welches in Höhe der Winkelverbindungsbereiche zwischen zwei übereinanderliegenden Reihen von benachbarten Balken vorgesehen ist, wobei die Balken zwei einander gegenüberliegende Verbindungsflächen aufweisen, die zum Zusammenwirken mit den entsprechenden Flächen eines benachbarten Balkens vorgesehen sind, wobei eine dieser Flächen eine Auflagefunktion hat, während die andere eine Abstützfunktion hat, in welcher Anordnung die Auflagefläche ein Profil mit zwei parallelen Längszapfen (21, 22) aufweist, die miteinander eine Längsnut (24) bilden, während die gegenüberliegende Abstützfläche zumindest ein zu dieser Längsnut (24) paralleles längsgerichtetes Zapfenloch (30; 31, 32) aufweist, wobei die Zapfen (21, 22) und das jeweilige Zapfenloch bzw. die jeweiligen Zapfenlöcher (30; 31, 32) dazu bestimmt sind, solcherart zusammenzuwirken, dass sie zwischen den Auflage- und Abstützflächen übereinanderliegender Balken einen Raum (33) freilassen, der einen für das Aufnehmen des Verbindungselements (10) bestimmten Sitz bildet, dadurch gekennzeichnet, dass das Profil des Verbindungselements (10) einen ungefähr konstanten Querschnitt mit winkeligem Umriss aufweist, und zwar mit den Seitenflächen (16, 17), die sich nicht parallel zueinander erstrecken und die aufeinander zulaufen, um einen oberen Abschnitt (15) des Profils zu definieren, der breiter ist als der untere Abschnitt (14) des Profils, wobei die Konfiguration der Nut (24) und des Raums (33) dergestalt ist, um zur Form des Querschnitts dieses Profils zu passen.
  2. Anordnung gemäß Anspruch 1, dadurch gekennzeichnet, dass sich das Verbindungselement (10) in einer Ebene erstreckt und ein Profil aufweist, das eine Querschnittsform mit gedrungenem Verlauf besitzt, bei welcher die Dicke mindestens ein Drittel, vorzugsweise mindestens die Hälfte, der größten Breite des Querschnitts des Profils ausmacht und/oder das Verhältnis zwischen der Höhe des Querschnitts des Profils und seiner Durchschnittsbreite zwischen 0,5 und 1 ,5, vorzugsweise zwischen 0,7 und 1,3, beträgt.
  3. Anordnung gemäß dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass der Querschnitt (13) des Verbindungselements eine Trapezform aufweist.
  4. Anordnung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Profil des Verbindungselements (10) gänzlich in der zentralen Aufnahmenur (24) des Balkens enthalten ist.
  5. Anordnung gemäß dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass das Zapfenloch (30) mit einer Trennrippe (34) versehen ist, die sich in Bezug auf das Zapfenloch (30) ungefähr zentral und der Länge nach erstreckt, wobei die Trennrippe (34) folglich zwei Zapfenlöcher (31, 32) begrenzt, die einerseits jeweils eng mit jedem Zapfen (21, 22) zusammenwirken, wobei die Tiefe jedes Zapfenlochs (31,32) ungefähr der Höhe der Zapfen (21, 22) entspricht, während die Tiefe der zentralen Nut (24) deutlich größer ist als die Höhe der Trennrippe (34), um zwischen den beiden zentralen Elementen (24, 34) den Raum (33) Freizulassen, der einen für das Aufnehmen des Profils des Verbindungselements (10) bestimmten Sitz bildet.
  6. Anordnung gemäß dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Trennrippe (34) eine Höhe aufweist, die geringer ist als jene der Außenränder (35, 36) der Abstützfläche.
  7. Anordnung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Verbindungselement (10) zumindest zwei Schenkel (11, 12) aufweist, die miteinander einen Winkel (α) bilden und die jeweils mit mindestens einem Verankerungselement (1, 2) versehen sind, das in Bezug auf den Steg des Verbindungselements (10) hervorsteht.
  8. Anordnung gemäß dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass jeder Schenkel des Verbindungselements (10) mit mindestens einem für die Verankerungselemente (1, 2) bestimmten Durchlass (18) versehen ist.
  9. Anordnung gemäß Anspruch 7, dadurch gekennzeichnet, dass jeder Schenkel (51, 52) des Verbindungselements mit mindestens einem dort befestigten Verankerungsstift (53) ausgestattet ist.
  10. Anordnung gemäß dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Verankerungsstifte (53) und das Profil des Verbindungselements (50) in einem Stück gefertigt sind.
  11. Anordnung gemäß dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass das Verbindungselement (50) aus Kunststoff gefertigt ist.
  12. Anordnung gemäß dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass das Verbindungselement (50) aus Metall gefertigt ist.
  13. Anordnung gemäß Anspruch 8, dadurch gekennzeichnet, dass der Durchlass (18) und der entsprechende Verankerungsstift (1, 2; 53) im Endbereich jedes Schenkels (11, 12) platziert sind, und zwar in einem bestimmten Abstand vom Endpunkt.
  14. Anordnung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Balken aus Holz, aus Polyurethan oder aus einem Verbundmaterial gefertigt sind.
  15. Anordnung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Verbindungselement (10; 50) ein Profil in T- oder Sternform aufweist.
  16. Verwendung einer Anordnung gemäß einem der vorhergehenden Ansprüche in einer Wohnung mit doppelter Wand, wobei jede Wand, insbesondere Außenwand, zwei ungefähr parallele Wände (41,42) umfasst, die durch einen Spalt voneinander getrennt sind.
  17. Verfahren zum Zusammenstellen einer Anordnung von Balken gemäß einem der Ansprüche 1 bis 15, dadurch gekennzeichnet, dass eine erste Reihe von Balken (20) errichtet wird, wobei jeder Balken eine mit einer Aufnahmenut (24) versehene Auflagefläche und eine Abstützfläche umfasst, dass in den Bereichen, wo zwei Wände aufeinandertreffen, in der Aufnabmenut (24) ein Verbindungselement (10) platziert wird, wobei zwischen den Kontakflächen des Verbindungselements und der Zapfen (21, 22), die das letzte Verbindungselement (10) festklemmen, ein maximaler Kontakt gewährleistet wird und die Verankerungselemente (1, 2) in entsprechende Bohrungen (28) in den Eckbalken (20) dieser Reihe eingeführt werden, dass daraufhin eine zweite Reihe von Balken (20') errichtet wird, wobei die Abstützfläche jedes dieser Balken in die Auflagefläche der Balken (20) der vorhergehenden Reihe eingefügt wird, und dass in den Eckbereichen die unteren Bohrungen (28) der oberen Balken (20') mit den Verankerungselementen (1, 2) in Eingriff gebracht werden, welche bereits am in der vorhergehenden Reihe installierten Verbindungselement (10) angebracht sind.
EP99972707A 1998-11-20 1999-11-22 Balkenanordnung mit verbindungselement für wohnhaus Expired - Lifetime EP1185745B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
BE9800846 1998-11-20
BE9800846A BE1012306A5 (nl) 1998-11-20 1998-11-20 Constructie met verbindingselement voor de aanbouw van woningen.
PCT/BE1999/000150 WO2000031353A1 (fr) 1998-11-20 1999-11-22 Agencement de poutres comprenant un element de liaison pour habitation

Publications (2)

Publication Number Publication Date
EP1185745A1 EP1185745A1 (de) 2002-03-13
EP1185745B1 true EP1185745B1 (de) 2005-04-20

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EP99972707A Expired - Lifetime EP1185745B1 (de) 1998-11-20 1999-11-22 Balkenanordnung mit verbindungselement für wohnhaus

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EP (1) EP1185745B1 (de)
BE (1) BE1012306A5 (de)
WO (1) WO2000031353A1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT409240B (de) * 2000-10-17 2002-06-25 Fuerlinger August Holzträger aus längsseitig nebeneinander angeordneten, miteinander verbundenen balken

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE871546A (nl) * 1978-10-26 1979-04-26 Verraes Wolfgang P J Hoekkonstruktie voor prefabwoningen
FR2578881B1 (fr) * 1985-03-12 1987-05-29 Acmi Structure en elements assembles en bois pour habitations combinables entre elles
EP0470062B1 (de) * 1990-07-30 1994-06-01 IPSO FACTO, naamloze vennootschap Verfahren und Element zum Verbinden von Holzwänden
BE1007497A6 (fr) * 1993-09-16 1995-07-18 Jacob Pol Poutre en bois.

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WO2000031353A1 (fr) 2000-06-02
BE1012306A5 (nl) 2000-09-05
EP1185745A1 (de) 2002-03-13

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