WO2011010916A1 - Profil de jonction et procédé pour fabriquer une construction de deux parois interconnectées par un tel profil de jonction - Google Patents

Profil de jonction et procédé pour fabriquer une construction de deux parois interconnectées par un tel profil de jonction Download PDF

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Publication number
WO2011010916A1
WO2011010916A1 PCT/NL2010/050465 NL2010050465W WO2011010916A1 WO 2011010916 A1 WO2011010916 A1 WO 2011010916A1 NL 2010050465 W NL2010050465 W NL 2010050465W WO 2011010916 A1 WO2011010916 A1 WO 2011010916A1
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WO
WIPO (PCT)
Prior art keywords
joining profile
joining
walls
elongated elements
profile
Prior art date
Application number
PCT/NL2010/050465
Other languages
English (en)
Inventor
Hendricus Leonardus Adrianus Van Aarle
Original Assignee
Van Aarle Holding B.V.
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Van Aarle Holding B.V. filed Critical Van Aarle Holding B.V.
Publication of WO2011010916A1 publication Critical patent/WO2011010916A1/fr

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Classifications

    • 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
    • E04B2/705—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 placed between columns
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • 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
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B5/00—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
    • F16B5/0004—Joining sheets, plates or panels in abutting relationship
    • F16B5/0032—Joining sheets, plates or panels in abutting relationship by moving the sheets, plates, or panels or the interlocking key parallel to the abutting edge
    • F16B5/0052—Joining sheets, plates or panels in abutting relationship by moving the sheets, plates, or panels or the interlocking key parallel to the abutting edge the interlocking key acting as a dovetail-type key
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/6116—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by locking means on lateral surfaces
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner

Definitions

  • the present invention relates to a joining profile for joining together two walls, each built up or at least to be built up of stacked-together elongated elements, which are arranged or which are to be arranged at an angle to each other from a joint, which joint is formed between two opposite end sides of the respective walls, said joining profile extending in longitudinal direction along a length of at least 20 mm.
  • a joining profile for joining together two walls, each built up or at least to be built up of stacked-together elongated elements, which are arranged or which are to be arranged at an angle to each other from a joint, which joint is formed between two opposite end sides of the respective walls, said joining profile extending in longitudinal direction along a length of at least 20 mm.
  • Such a known joining profile has the shape of an aluminium upright having a height which is approximately the same as the height of the walls, which upright is provided with two U-shaped slots extending in the longitudinal direction (read: the height) of the upright, in which end sides of stacked-together wooden planks are held in place.
  • the angle between the legs of each of the respective U- shaped slots determines the angle between the walls.
  • a drawback of the known joining profile is that the expansion and shrinkage of the planks, for example under the influence of weather conditions, is greater than in the case of metal uprights. Even if the uprights were made of wood, the expansion in the direction parallel to the graining of the wood is different from the expansion in the direction perpendicular to said graining.
  • the orientation of the graining of the planks is perpendicular to that of the graining of the upright, which means that differences in shrinkage between the upright and the planks occur in this case as well.
  • the height of the walls will change in relation to the height of the upright.
  • the roof of a wooden building will be supported on the uprights.
  • the aluminium profiles will no longer provide complete cover, i.e. the uppermost plank will be gradually forced out of the slot.
  • the system is disadvantageous from a labour point of view, because all the planks must be lowered into the profile of the upright from above.
  • direction as used herein is invariably understood to mean the direction of elements used with joined-together upright
  • At least one of the two arms is provided with locking means, by means of which the joining profile is connected to the wall in question in such a manner as to be locked at least against displacement in horizontal direction.
  • Said locking means may comprise a projection which projects from the arm in question from a side remote from the respective wall 5 and which engages in a groove provided for that purpose in an elongated element of the wall in question. It is preferable in that regard if the projection makes an acute angle, at least an angle of less than 90 degrees, with the part of the arm in question that extends towards the leg.
  • the locking means lock the joining profile in a fixed
  • both arms of the joining profile are provided with locking means, so that two elongated elements disposed on either side of the leg are held in a fixed orientation relative to each other by means of the connection element.
  • the leg of the joining profile is provided with locking means, by means of which the joining profile is connected to the respective walls in such a manner as to be locked at least against displacement in horizontal direction.
  • the locking means may for example comprise a widened portion on the end of the leg located opposite the arms, so that an elongated element is or can be received in an at least substantially form-locked manner between an arm and the widened portion in question.
  • the locking means on the arms and the locking means on the leg cooperate so as to realise a fixed orientation, at least in horizontal direction, between the joining profile and the two opposite elongated elements.
  • the joining profile is preferably made of plastic material, preferably a thermopiast.
  • the joining profile may also be made of a metal or of a composite material, in which wood fibres, for example, may be incorporated.
  • Plastic elements are easy to produce, for example by means of an injection-moulding process, at relatively low cost. Furthermore, plastic remains relatively unaffected by weather influences and it is possible to make a durable joining profile therefrom.
  • the positioning element comprises a projection which extends from an arm and which, in use, extends in the direction of a wall.
  • This provides a possibility of positioning and retaining the positioning element between two elongated elements disposed one above the other, so that the positioning element can lock the joining profile in a fixed position relative to the two elongated elements in question.
  • This is a way of aligning two joining profiles disposed one above the other a (vertical) distance apart.
  • the long sides, which form the upper side and the bottom side, respectively, of an elongated element in the case of a wall are bevelled.
  • the bevelled portions may be provided for technical reasons or for aesthetic reasons, but they lend themselves quite well for use as a recess in which such a projection can be positioned.
  • the joining profile When the positioning element is located substantially in the centre of the joining profile, seen in the longitudinal direction of the joining profile, the joining profile extends upwards and downwards over substantially the same distance along the adjoining elongated elements from the positioning element.
  • at least four elongated elements (two on either side of the joining profile) can be fixed in a stacked position by means of one joining profile.
  • the arms enclose an angle that ranges between 75° and 150°. If an arm can extend parallel to the walls in question, the joining profile is suitable for constructing most common structures. If the arms enclose an angle of 90°, two walls extending perpendicularly to each other can be joined therewith. Thus it is for example possible to construct a rectangular structure by using four elongated elements and four such joining profiles between the respective end sides. If the arms of a joining profile enclose an angle of 120° or 135°, a hexagonal structure or an octagonal structure, respectively, can thus be constructed .
  • the joining profile is at least substantially symmetrical relative to a transverse plane of section of the joining profile, the joining profile can be used in both vertical orientations (upright and "upside-down").
  • the joining profile extends along a length of at least 50 mm.
  • the joining profile extends along a length of at most the height of the walls to be erected.
  • the present invention relates to a method for forming a structure consisting of at least two walls joined together at an angle relative to each other, which walls are each built up of stacked-together elongated elements.
  • at least three aluminium uprights each provided with U-shaped slots extending in the longitudinal direction (read: the height) of the upright are placed on or in a ground surface.
  • Two slots extending in opposite directions in the middle upright function to receive end sides of the elongated elements of the respective walls.
  • the other two uprights function to receive the other end sides of the respective elongated elements.
  • elongated elements are moved into the slots at the top of the uprights with their end sides and lowered until they are supported on the ground surface or on an upper edge of a previously placed elongated element. It is a drawback of the known method that the uprights must first be accurately positioned with respect to each other, and that all elongated elements, in many cases heavy planks which are difficult to handle, must be lifted to a height above the uprights and subsequently be lowered through the slots in the uprights.
  • the present invention aims at providing a method for forming a structure consisting of at least two walls joined together at an angle relative to each other, which walls are each built up of stacked- together elongated elements, which method is less laborious and wherein elongated elements need not be lifted substantially higher than the height at which they are to be placed in the wall in question.
  • This object is accomplished with a method for forming a structure consisting of at least two walls joined together at an angle relative to each other, which walls are each built up of stacked-together elongated elements, comprising the steps of:
  • the upright is built up in segments, similarly to the elongated elements to be stacked. Layers of elongated elements are placed in succession, and after each layer joining profiles are provided for lengthening (read: heightening) the upright.
  • Upon placement of an elongated element it may be necessary to lift said element above a joining profile so as to lower it into the joining profile, but this must not be understood to fall within the meaning of the term "substantially higher” as used above and applicable with regard to the known method.
  • An advantage of this method is that it is not necessary to erect three uprights in advance. After all, the upright between two walls is built up in segments simultaneously with the walls in question.
  • joining profiles can be supported on the elongated elements rather than on one another.
  • joining profiles positioned above each other can provide a segmented upright, as it were, whose segments are spaced from each other. Any differences in expansion and contraction between the elongated elements and the segmented upright will be compensated in the spacing between the joining profiles and will hardly, if at all, lead to changing differences in height between the upright and the walls.
  • the upper 5 edges of the at least two elongated elements of step a) are at least substantially level with each other.
  • the joints of the at least two walls that have been or are to be erected thus continue horizontally into each other.
  • the upper edges of the at least two elongated elements are offset by at least0 substantially half their height relative to each other.
  • joining profiles can be used which are provided with a positioning element on one arm only, so that the joining profiles are supported on only one of the two walls. It is also possible to use a joining profile having positioning elements on both arms, which positioning elements are provided on the two respective arms at positions offset by a distance 5 corresponding to the offset of the elongated elements.
  • the joining profile has a length which is smaller than the height of an elongated element, so that a spacing is present between two joining profiles positioned one above the other. Alternately stacking the elongated elements and the joining profiles is thus0 simplified. In addition, said spacing thus provides a possibility of compensating a difference in clearance between the joining profile on the one hand and the elongated elements on the other hand. That is, when the elongated elements, for example planks, shrink more strongly than the joining profiles in prolonged relatively
  • the elongated elements are provided0 with recesses for receiving locking means of the joining profile upon construction of the structure. If the locking means are provided on the arms of the joining profile, it is preferable if the elongated elements are stacked together with the sides that face the arms. If the locking means are provided on the end of the leg of the joining profile that is located opposite the arms, in which case an end side of an elongated element is received between an arm and the projection in question upon being positioned, the elongated element can be simply lowered between the projection and the arm.
  • the end side of the elongated element comprises two surfaces extending at an angle relative to each other, whilst the joining profile comprises a corresponding combination of arms and a leg, so that the end side of an elongated element can be lowered into an at least substantially form-locked connection with the joining profile.
  • the joining profiles are preferably provided with connecting means for connection with a finishing profile.
  • Said connecting means may form an integral part of the joining profile, but they may also comprise separate connecting elements to be separately provided.
  • Figure 1a is a perspective side view of a joining profile according to the present invention.
  • Figure 1b shows an alternative embodiment of a joining profile according to the present invention
  • Figure 2a is a cross-sectional view of the joining profile of figure 1 used as a corner joint between two walls;
  • Figure 2b is a cross-sectional view of the joining profile of figure 1b : used as a corner joint between two walls;
  • Figure 3 is a perspective view of a wall comprising joining profiles shown in figure 1a.
  • FIG 1a there is shown a perspective side view of a joining profile 1 according to the present invention.
  • the joining profile 1 ' has a Y-shaped cross-section comprising a leg 2 and two arms 3, which extend at an angle ⁇ of 90 s relative to each other.
  • the arms 3 are each provided with a rib 4 and with two projections 5 (only one of which is shown in figure 1).
  • the leg 2 has a widened portion 6, which is provided with two notches 7.
  • Figure 1 b shows a perspective view of an alternative embodiment of a joining profile 11 according to the present invention, which comprises a leg 12 whose width decreases in a direction from arms 13 towards a widened portion 16.
  • Figure 2a shows a cross-sectional view of two walls 21, 22, which are connected by means of a joining profile 1 according to figure 1a.
  • like elements are indicated by the same numerals as in figure 1a.
  • Dovetailed connecting elements 23 are positioned in the notches 17 for realising a connection with an angle section 24.
  • Figure 2b shows two walls 31 , 32, which are connected by means of a joining profile 11 according to figure 1b.
  • like elements are indicated by the same numerals as in figure 1b.
  • a dovetailed connecting element 33 is likewise positioned in the one notch 17 for realising a connection with an angle section 34.
  • FIG 3 shows a perspective view of a wall 21 provided with three joining profiles 1 used in a construction as shown in figure 2a, from which the wall 22 is left out and the angle section 24 is drawn spaced from the wall 21 for easy reference.
  • the wall 21 is built up of stacked-together wooden planks 25a, 25b, 25c, 25d, which have end sides 26 adapted to conform to the shape of the section 1. Grooves 27 are provided in the planks 25.
  • the planks 25a- 25d have an oblique edge 28, 29 at the bottom side and the upper side, respectively.
  • two dovetailed connecting elements 23 are positioned in notches 7 of the lower joining profile 1 , which connecting elements 23 are not shown in the drawing of the two upper joining profiles 1.
  • FIG. 1a a perspective view of a joining profile 1 (figure 1 a) and a cross-sectional view of walls 21 , 22 connected by means of the joining profile 1 (figure 2a).
  • the end sides of the walls 21 have a shape adapted to conform to the shape of the leg 2 and the widened portion 6 of the joining profile. That is, the end sides have two surfaces which, seen in horizontal cross-sectional view, extend from the same corner as the corner of the adjoining surfaces of the leg 2 and the widened portion 6 of the joining profile 1.
  • the leg 2 and a part of the widened portion 6 extend between the oblique surfaces of the end sides of the walls 21, 22.
  • the walls 21, 22 are shown spaced from the leg 2 in figure 2a, but the walls 21 , 22 may also make contact with the leg 2.
  • the arms 3 abut against the walls 21 and 22, which are provided with grooves 27 in which ribs 4 can be received.
  • Projections 5 are positioned in notches in the walls 21 , 22, as will be explained in more detail yet with reference to figure 3.
  • the widened portion 6 of the joining profile 1 is located between the outer straight surfaces of the end sides of the walls 21, 22.
  • the widened portion 6 of the joining profile 1 together with the leg 2, provide a form-locked fit of the end sides of the planks 21 , 22, so that the walls 21 , 22 cannot move further together.
  • Ribs 4 which are positioned in grooves 27 of the walls 21 , 22, prevent the walls 21 , 22 of the joint in which the leg 2 is located from being moved apart. It is furthermore preferable if the ribs 4 enclose an angle of 90° or less with the parts of the respective arms 3 that face towards the leg 2. This prevents the planks 21 and 22, respectively, from being pivoted out of the joining profile 1 in the vertical plane.
  • Dovetailed connecting elements 23 have been moved into notches 7 of the joining profile 1 , whilst an angle section 24 has in turn been moved under said connecting elements.
  • the angle section 24 is to that end provided with grooves 30, whose shape corresponds to that of a dovetailed connecting element 23.
  • the angle section 24, together with the joining profile 1, ensures that the planks 21, 22 are securely retained.
  • FIG. 1b there is shown a perspective side view and a cross-sectional view, respectively, of an alternative embodiment of a joining profile 11 (figure 1b) and of the joining profile 11 with joined-together walls 31 , 32.
  • the joining profile 11 functions in the same manner as the joining profile 11 , and as the figures show, joining profiles according to the present invention can be used for joining two walls 31 , 32 together at an angle deviating from 90°.
  • the differences between the joining profile 1 and the joining profile 11 are the different angles between the arms 13 and the arms 3, the different shape of the leg 12 in comparison with the leg 2, and the shape of the widened portion 16 in comparison with the widened portion 6.
  • the leg 12 could have a differently configured thickness, for example a 5 constant thickness.
  • the shape of the widened portion 16, too, is different from that of the widened portion 6, and that for the same reason as explained above with reference to the legs. Because the walls 31 , 32 enclose an angle less acute than the right angle between the walls 21 and 22, the widened portion 16 flares out less than the widened portion 6 of the joining profile. In this case only one dovetailed
  • Figure 3 shows an exemplary embodiment of a wall 21 built up of stacked-together 28 mm-thick planks 25a-25d and three joining profiles 1.
  • the wall
  • the joining profile 1 is positioned. This is done by moving the leg 2 into the joint between end sides of the two planks positioned relative to each other, causing the ribs 4 in question to slide into respective grooves 27 of the planks. It is
  • plank 25 also possible, of course, to slide the joining profile 1 over a first (part of a) plank, for example the plank 25a, first and then slide it into the opposite plank: to that end the plank 25a would have to be slightly lifted, however.
  • An accessory might be used for first positioning the opposite planks relative to each other before the first joining profile can be slid into the planks in question. Such an accessory might be formed by
  • the planks for the next layer of the respective walls can be positioned one by one by sliding a plank over the joining profile 1 that is already present. This in turn is done by sliding the groove 27 over the joining profile 4. From figure 2a it can be gathered that the acute angle between the ribs 4 and the sides of the arms that face the leg 2 prevents an already fitted plank from being slid or pivoted out of the joining profile 1.
  • the two walls can be built up to their final height by stacking planks and placing joining profiles in succession without the risk of the walls collapsing.
  • the planks for the walls may be provided with tongue and groove at their lower and upper edges, respectively, so as to realise an even stabler stacking of the planks.
  • dovetailed connecting elements 23 are slid into the notches 7 of the joining profiles 1 , over which connecting elements an angle section 24 can in turn be slid. It will be understood that when four walls are joined together in such a manner, a building having a rectangular cross-section can be erected, for example a garden house of a log cabin. But it is also possible to realise different angles. If desired, it is also possible to manufacture joining profiles which are suitable for joining two walls together at an angle of 180°, i.e. in line with each other.
  • the planks 25 used in this example are 28 mm thick and 120 mm high.
  • the joining profiles 1 are 80 mm high.
  • the spacing between two profiles 1 positioned on above the other is thus 40 mm. These measurements may vary dynamically, depending on possible working of materials. Furthermore it is possible to use elements having dimensions different from those used in the example.
  • the dimensions of the joining profiles on the one hand and the planks on the other hand preferably correspond to each other in order to ensure an adequate connection.
  • joining profile Only a few embodiments of a joining profile and a wall construction are shown and described in the appended drawings and the above description. It will be understood that many variants, which may or may not be obvious to those skilled in the art, are conceivable within the scope of the present invention, which is defined in the appended claims. Thus it is conceivable for the length of the joining profile to be greater than the height of an elongated element, and one profile may extend over the height of one or more elongated elements in use. In that case a joining profile is required for every two or more layers of elongated elements rather than for each layer. A joining profile may also be made of another material, for example another plastic or a metal.
  • the angle section provides additional support, it is not necessary to use an angle section if the planks are already secured against moving "outwards" by means of a joining profile.
  • the joining profile may in that case be so adapted that it is readily capable of performing said locking function. This is possible because the planks are (preferably) moved vertically into the joining profile.
  • the walls in the embodiments described in the foregoing are made of wooden planks, but said walls may also be made up of planks of a plastic material, a composite material or another suitable material.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

La présente invention porte sur un profil de jonction pour réunir ensemble deux parois, construites chacune, ou, tout au moins, devant être construites à l'aide d'éléments allongés empilés les uns sur les autres, qui sont agencées ou qui doivent être agencées à un certain angle l'une par rapport à l'autre à partir d'un raccord, lequel raccord est formé entre deux côtés d'extrémité opposés des parois respectives, ledit profil de jonction s'étendant dans une direction longitudinale le long d'une longueur d'au moins 20 mm et ayant une section transversale sensiblement en forme de Y, la patte de cette forme de Y étant positionnée dans le raccord entre les côtés d'extrémité opposés de deux parois, lors de l'utilisation, et les deux bras de celle-ci s'étendant vers les côtés, sensiblement parallèlement aux parois respectives, lequel profil de jonction s'étend dans la direction longitudinale le long d'une longueur à l'intérieur de la plage d'un quart de la hauteur d'éléments allongés à un quart de la hauteur de la paroi en question, et lequel comprend de plus un élément de positionnement, qui, lors de l'utilisation, est situé à la limite de deux éléments allongés empilés les uns sur les autres. L'invention porte de plus sur un procédé pour former une structure constituée par au moins deux parois, à l'aide de ce profil de jonction.
PCT/NL2010/050465 2009-07-20 2010-07-19 Profil de jonction et procédé pour fabriquer une construction de deux parois interconnectées par un tel profil de jonction WO2011010916A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL1037135A NL1037135C2 (nl) 2009-07-20 2009-07-20 Verbindingsprofiel en werkwijze voor het vervaardigen van een constructie van twee onderling verbonden wanden met een dergelijk verbindingsprofiel.
NL1037135 2009-07-20

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WO2011010916A1 true WO2011010916A1 (fr) 2011-01-27

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Cited By (3)

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ES2401514R1 (es) * 2011-10-06 2013-09-17 Simon Sa Dispositivo de union entre bastidores para mecanismos electricos
ITCE20150002A1 (it) * 2015-05-13 2016-11-13 Rossi Adriana Sistema strutturale con giunto angolare a morsa per case di legno
WO2024100546A1 (fr) 2022-11-09 2024-05-16 Arlu Nv Dispositif de fixation pour fixer des éléments de paroi à un angle de paroi

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Publication number Priority date Publication date Assignee Title
US4527370A (en) * 1982-04-08 1985-07-09 Heinz Schuette Modular building
FR2849880A1 (fr) * 2003-01-09 2004-07-16 Jean Francois Martin Elements en vue de la realisation de constructions telles qu'un abri de jardin et procede de fabrication desdits elements
FR2907478A1 (fr) * 2006-10-20 2008-04-25 Agri Scierie Mobile Sarl Nouvel assemblage de profiles en bois ou en materiau de synthese au moyen de pieces de jonction metalliques

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2401514R1 (es) * 2011-10-06 2013-09-17 Simon Sa Dispositivo de union entre bastidores para mecanismos electricos
ITCE20150002A1 (it) * 2015-05-13 2016-11-13 Rossi Adriana Sistema strutturale con giunto angolare a morsa per case di legno
WO2024100546A1 (fr) 2022-11-09 2024-05-16 Arlu Nv Dispositif de fixation pour fixer des éléments de paroi à un angle de paroi
BE1031025B1 (nl) * 2022-11-09 2024-06-10 Arlu Bevestigingsinrichting voor het onder een wandhoek monteren van wandelementen

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