WO1997009492A2 - Systeme de construction a colombages et elements de charpente et procede de fabrication d'un element de charpente - Google Patents

Systeme de construction a colombages et elements de charpente et procede de fabrication d'un element de charpente Download PDF

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Publication number
WO1997009492A2
WO1997009492A2 PCT/DE1996/001649 DE9601649W WO9709492A2 WO 1997009492 A2 WO1997009492 A2 WO 1997009492A2 DE 9601649 W DE9601649 W DE 9601649W WO 9709492 A2 WO9709492 A2 WO 9709492A2
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WO
WIPO (PCT)
Prior art keywords
layer
layers
partition element
board
truss
Prior art date
Application number
PCT/DE1996/001649
Other languages
German (de)
English (en)
Other versions
WO1997009492A3 (fr
Inventor
Dragica Graf
Original Assignee
Dragica Graf
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 Dragica Graf filed Critical Dragica Graf
Priority to AU76906/96A priority Critical patent/AU7690696A/en
Priority to EP96939806A priority patent/EP0848774B1/fr
Priority to US09/029,626 priority patent/US6032434A/en
Priority to AT96939806T priority patent/ATE200544T1/de
Priority to DE59606782T priority patent/DE59606782D1/de
Publication of WO1997009492A2 publication Critical patent/WO1997009492A2/fr
Publication of WO1997009492A3 publication Critical patent/WO1997009492A3/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
    • 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

Definitions

  • the invention relates to a framework for supporting a partition element according to the preamble of patent claim 1, wall elements for such a framework and a method for producing a partition element.
  • the half-timbered construction has been used for the construction of residential buildings for several centuries, a half-timbered field being formed by vertical bars, transverse bars (lower chord, upper chord) and possibly diagonal bars, which are filled in with suitable wall or partition elements. While the framework frames are designed from a static point of view, the partition elements are usually designed for optimal thermal insulation. In the old half-timbered buildings, these partition elements were made of clay / brick elements or other mineral building materials.
  • the half-timbered construction is still found in wooden buildings, the half-timbered frame being made from solid wooden beams, while the partition elements usually consist of two spaced-apart, platelike cover layers and the space between these cover layers is insulated from a bed or is filled in by foaming.
  • truss girder for the truss frame
  • beams made of core-separated small timber are used, so that a certain minimum thickness of the tree trunk is required in order to be able to produce a beam with the predetermined dimensions and with the predetermined strength.
  • the outer layers of the tree have to be sawn off until the rectangular basic shape of the beam has a smooth surface. surface areas results.
  • This manufacturing method has the disadvantage that considerable quantities of sawn timber are produced, which is usually reduced in size at most and processed into chipboard or other inferior products.
  • the half-timbered construction in the conventional form also requires careful drying of the core-separated small pieces of timber, since if the half-timbered beams are not properly dried, there is a risk that they will warp due to fluctuations in temperature and humidity, so that the half-timbered walls will crack.
  • partition elements used in the conventional timber frame construction are that only a lack of strength can be achieved. In the case of insulation fillings and insulation foams, it may happen that the entire space is not filled, so that only an inadequate or uneven insulation effect can be achieved. Compartment elements, in particular filled with fillings, can only be reworked afterwards with extreme difficulty, since if the partition element is cut, the fill can at least partially escape.
  • Another disadvantage of the known partition elements is that small animals, such as martens or small rodents, can penetrate into the space between the two cover layers.
  • the invention is based on the object of creating a truss and partition element for such a truss, in which sufficient strength and thermal / acoustic insulation can be achieved with minimal expenditure of material.
  • This object is achieved with respect to the framework by the features of claim 1 and with regard to the partition elements by the features of claims 6 and 14 respectively.
  • Claim 12 relates to a method for producing a partition element according to claim 6.
  • the framework according to the invention which was developed by Ms. D. Graf, is to be called "framework 2000".
  • the truss according to the invention is characterized in that the truss girders (for example cross bar, vertical bar, diagonal bar) are made from several interconnected planks, so that small timber that could not be used in the conventional design can also be used to create the truss girder , since the small wood cross-section was too small to produce one-piece beams with the required cross-sectional dimensions.
  • the truss girders for example cross bar, vertical bar, diagonal bar
  • the corner connection of the half-timbered girders was made by slot and tenon connections, which were incorporated into the solid material of the heartwood and thus required considerable manufacturing effort, the tenons and slots in the solution according to the invention can be easily broken or interrupted Extend the planks.
  • the lattice girders can thus be manufactured at a considerably lower cost than the conventional construction, since on the one hand class II or III timber can be used, which were not previously intended for such high-quality uses, and on the other hand the work involved in creating the slots and Pins (grooves and tongues) could be simplified considerably compared to the conventional production method.
  • the type of construction according to the invention also makes it possible for a large proportion of the construction volume to be provided with one's own contribution, so that the overall construction costs can be reduced.
  • the truss girders are particularly easy to manufacture if they are formed from three planks - a central plank and two outer planks surrounding them.
  • the slots of the bars can be produced by shortening, resetting or removing the central planks and the pins by resetting the outer planks in the longitudinal or transverse direction in accordance with any combination of features of claims 3 to 5.
  • the first partition element according to the invention used for such a framework has a multi-layer structure, each layer consisting of a board layer, an insulation layer formed thereon and a spacer slat layer.
  • the next layer of a plank layer, an insulation layer and a further spacer slat layer is then supported on this spacer slat layer. It is particularly preferred if the spacer slat layer rests on the insulation layer, so that the latter can be applied over the entire surface of the board layer.
  • the two cover layers of the partition elements are each formed by a plank layer, the spacer battens ensuring that the predetermined spacing of the plank layers is always guaranteed. Since the insulation layer is applied over the entire surface and held by the spacer slats, the insulation and thus an uneven insulation effect is excluded.
  • the spacer slats have the further advantage that small animals cannot penetrate into the spaces between the cover layers.
  • weak woods of class II and III can again be used, so that the material costs for the manufacture of the partition elements are likely to be significantly lower than with conventional partition elements, in which either high-quality woods were used as cover layers or cheap Press materials that are neither comparable in terms of strength nor in terms of insulation effect to the board layer according to the invention.
  • Top layers (outer plank layers), further finishing layers are formed as visible surfaces.
  • Final layer can then have recesses for receiving
  • the individual layers and layers of a compartmental element are advantageously connected by suitable connecting means such as nails or staples.
  • the subordinate claim 12 relates to a particularly simple method for producing the aforementioned partition element according to the invention.
  • an assembly frame is preferably used for old buildings, on which a first board layer is first placed.
  • a prefabricated wall structure is used as a mounting frame turns.
  • An insulation layer is then applied to this board layer, which is preferably designed as an insulation mat.
  • the spacer slats are then placed, their longitudinal axis running transversely to the longitudinal axis of the boards. This is then followed by further layers, it being preferred that a total of three layers of boards, insulation layer and spacer slat layer are provided.
  • a final board layer is then applied as a top layer to the spacer slat layer of the nth layer.
  • the bevel element can be cut to size, whereby due to the full-surface insulation layer and the multiple subdivision over the spacers, practically no empty spaces can arise and the required strength is also maintained.
  • a multilayer structure is likewise formed by a multiplicity of adjoining cross layers, each cross layer being formed by two wooden boards, each with three machined peripheral edges and one bark edge.
  • the wooden boards of each transverse layer are arranged so that the edges of the bark lie opposite one another, so that the outer edges of the transverse layer are formed by the peripheral edges of the two wooden boards.
  • the two bark edges form a parting line running approximately along the center line of the transverse layer.
  • this parting line can be filled with insulation material.
  • transverse layers are connected to one another along their large areas by suitable connecting means, such as, for example, by means of adhesive or by nails or staples.
  • partition elements according to the invention can be used particularly advantageously as wall, ceiling or roof panels.
  • Figure 1 is a schematic representation of a timber frame house.
  • Fig. 2 is a partial exploded view of a
  • FIG. 7 shows the corner area of a truss construction
  • 8 shows a three-dimensional representation of a corner region of a truss structure
  • FIG. 9 shows a mounting frame for the bars of the truss frame from FIGS. 3 to 5;
  • Fig. 10 shows the layer structure of a first
  • FIG. 11 shows a three-dimensional representation of the partition element from FIG. 10; 12 shows a further exemplary embodiment of this partition element as a non-load-bearing wall;
  • FIG. 13 shows an exemplary embodiment as an outer wall
  • Figures 14 to 16 an embodiment of the partition element as a roof element
  • FIG. 17 shows a cross section through a second partition element according to the invention made of transverse layers
  • FIG. 18 shows the structure of a transverse layer of the compartment element from FIG. 17;
  • FIG. 19 shows an exemplary embodiment of the compartment element from FIG. 17 as a floor structure;
  • FIG. 20 shows an exemplary embodiment of the partition element from FIG. 17 as a floor / ceiling structure
  • FIG. 21 shows an exemplary embodiment of the compartment element from FIG. 17 as the outer wall
  • FIG. 22 shows an embodiment of the partition element as a ceiling between the ground floor and the upper floor
  • FIG. 23 shows a cross section through a wall with particularly good insulation from partition elements according to FIG. 17.
  • FIG. 1 shows a greatly simplified three-dimensional representation of a timber house 1 manufactured in a half-timbered construction.
  • the walls of the wooden house 1 are formed by a truss structure 2, so that a plurality of truss frames or truss fields are formed, which are filled out by partition elements 4.
  • sections of the roof construction can also be formed by partition elements 4 according to the invention.
  • the floor and ceiling constructions ground floor, upper floor
  • FIG. 2 shows the main structural elements of a truss frame in schematic form.
  • a truss frame for supporting an individual partition element 4 has two cross bars 6, 8 (upper chord, lower chord) which form the upper or lower limit of the truss frame.
  • the two cross bars 6, 8 are connected by vertical bars, only the left vertical bar 10 being shown in the illustration in FIG. 2.
  • the right vertical rod has in principle the same structure as the vertical rod 10 and is only rotated by 180 ° about the longitudinal axis.
  • the bars 6, 8 and 10 have in common that they have a three-layer structure consisting of three plank or board layers.
  • the boards of the individual layers are referred to as planks, the term "planks" being used to refer to profiled wood, preferably made from weak woods.
  • Each bar 6, 8, 10 consists of a central plank 12 and two outer planks 14, 16, which are arranged on both sides of the central plank 12.
  • the planks 12, 14, 16 are connected by suitable connecting means, such as nails or clips (not shown). As can be seen from FIG.
  • the central plank 12 can also be provided with one or more interruptions 20, 20 ',
  • the outer planks 16 in the case of long cross bars 6 can also be made from sub-elements 16a, 16b which are connected to one another via a gusset plate 22.
  • This construction variant also opens up the possibility of using short pieces of wood, so that up to 70% of a barked tree, which falls under the pieces of class II and III, can be used for the manufacture of the framework.
  • the central plank 12 is extended on both sides in the axial direction with respect to the two outer planks 14, 16, so that a pin 24 is formed by the protruding part of the central plank 12, which connects to the slots 18 at the end sections the crossbar 6 is adapted.
  • the two outer planks 14, 16 are also in
  • the framework frame schematically indicated in Fig. 2 can be easily put together by the
  • FIGS. 3 to 6 show further exemplary embodiments for vertical bars which can be used in such a framework frame.
  • FIG. 3 shows a vertical bar 28 in which the central plank 12 projects beyond the two outer planks 14 and 16 in the longitudinal direction on both sides, so that in turn two pins 24 are formed on the end sections.
  • the central plank 12 is set back in the transverse direction with respect to the outer planks 14, 16, so that a longitudinal slot 30 is formed on the side edge of the vertical rod 28, into which the longitudinal pin 26 of the vertical rod 10 from FIG. 2 can dip.
  • FIG. 4 shows a central rod 32 for a truss frame according to FIG. 2, the central rod 32 being insertable into the slots 20, 20 ', 20''.
  • the central rod 32 In the case of such a central rod 32, only the central plank 12 is extended on both sides with respect to the two outer planks, so that the pins 24 form at the front end portions for insertion into the slots 20, 20 ', 20''.
  • FIG. 5 shows the vertical rod 10 from FIG. 2 from a different viewing direction, whereby - as already mentioned - this vertical rod 10 can be used to limit the left and right frames of a truss.
  • a corner element 34 By assembling the vertical bars shown in Figures 3 and 5, i.e. by inserting the longitudinal pin 26 into the longitudinal slot 30, a corner element 34 can be formed, as shown in FIG. 6.
  • the vertical bars 10, 28 of the corner element 34 are joined together by screw connections 36 or other suitable connecting means.
  • FIG. 7 shows a corner area of a truss structure, the corner element 34 being formed by a vertical bar 10 with the longitudinal pin 26 and by the vertical bar 28 with the longitudinal slot 30 into which the longitudinal pin 26 is immersed.
  • a contact element 4 which is only indicated in FIG. 7, then adjoins the contact surface 36 formed on the vertical rod 10 and which in turn extends up to a central rod 32 according to FIG. 4.
  • a spacer board 40 can be provided optimally, which in turn is followed by a partition element 4, the construction of which is described in more detail below.
  • a suitable intermediate layer such as a mineral fiber layer or PU foam, can be provided between the distance board 40 and the partition element 4 or the contact flat 36 and the partition element 4.
  • the compartment element shown in FIG. 7 is provided with an outer shell 45, which will be described in more detail below.
  • the corner element 34 is formed by the vertical bar 10 with longitudinal pins 26 and a vertical bar 28 'with a longitudinal slot 30.
  • the vertical bar 28 'from FIG. 8 differs from the vertical bar 28 from FIG. 3 in that the two pins 24 are not formed, so that the total height of the vertical bar 28' is equal to the length of the central plank 12 of the vertical bar 10 is.
  • FIG. 9 shows an assembly table 44, with the aid of which the vertical bars shown in FIGS. 3 to 5 and the transverse bars 6 and 8 can be produced.
  • This assembly table 44 is made of square profiles in a cassette design, longitudinal profiles 46 and transverse profiles 48 together forming a support grate for the planks of the bars.
  • End parts 50 to 53 running approximately parallel to the longitudinal profiles 46 are formed on the end sections of the transverse profiles 48.
  • end parts have two stop strips 54, 56 running in parallel spacing and in the longitudinal direction (parallel to the longitudinal profile), between which an intermediate space is formed which corresponds to the wall thickness of a central plank 12.
  • the depth T of the stop bars 54 corresponds to the length of the pins 24.
  • the end parts 51 and 53 are arranged displaceably on the assigned transverse profiles 48.
  • an outer plank 14 is first placed on the longitudinal profiles 46, the length of the outer plank 14 corresponding to the distance between the end parts 50 and 51, so that the end faces of the outer plank 14 rest against the stop bar 56. Subsequently, a central plank 12 is inserted between the two stop strips 54, 56 in the direction of arrow Z until it is arranged in the predetermined relative arrangement on the outer plank 14 already positioned. In other words, in this reference position, the two end sections of the central plank 12 plunge into the space between the two stop bars 54 and 56.
  • an outer plank 16 inserted between the end parts 50, 51, positioned with respect to the central plank 12 and the outer plank 14 and then connected by suitable connecting means (adhesive, nail, clamp).
  • suitable connecting means adheresive, nail, clamp.
  • the frame according to the invention ensures that the planks 12, 14, 16 are designed dimensionally and in the predetermined relative position to one another, so that no further processing is required.
  • the frame can also be provided with a cross stop 58 against which the longitudinal edges of the planks can be brought into abutment.
  • FIGS. 10 and 11 A first exemplary embodiment of a partition element 4 according to the invention is shown in FIGS. 10 and 11.
  • FIG. 10 shows an exploded view of a multilayer compartment element with three layers.
  • Each layer S consists of a plank layer 60 which is formed from a multiplicity of planks 62 which abut one another and which in turn are made from weak wood.
  • An insulation layer 64 for example conventional mat-shaped insulation material from Rockwool® or natural materials, such as sheep's wool or straw panels etc., is applied to the board layer 60.
  • the insulation layer 64 can also be provided with a vapor barrier.
  • a plurality of spacer slats 68 arranged in parallel spacing from one another are then placed on this insulation layer 64, the longitudinal axis of which extends transversely to the longitudinal axis of the boards 62.
  • This layer S is then followed by two further layers S 'and S ", which in turn have the same structure as the layer S.
  • the outer cover layer of the partition element 4 is covered by a final board layer 68 formed, the structure of which corresponds to the other three board layers of the partition element 4.
  • this multi-layer structure is pressed together by a suitable pressing device and then joined together by nails 71 or other suitable connecting elements, these pushing through the boards 62, the spacer slats 66 and the insulation layer 64.
  • the insulation layer 64 is continuous, the formation of cold bridges between the adjacent board layers 60 is reduced to a minimum, so that excellent thermal insulation can be achieved. Due to the multilayer structure and the comparatively large mass, the partition elements 4 according to the invention also achieve excellent sound insulation.
  • the finished partition element 4 is shown in FIG. 11, the outer cover layers being formed by the board layer 60 or the final board layer 68.
  • the insulation layers 64 are designed to be continuous, although a smaller layer thickness is established in the area of the spacer slats 66, but this only leads to a negligible deterioration in the insulation effect.
  • the compartment elements 4 can be produced in any size, a standard element having a length of 2400 mm, a width of 600 mm and a thickness (in the finished state) of approximately 190 mm.
  • Such a partition element 4 has a weight of approximately 68 kg / m 2 .
  • the heat transfer value K is at 2.76 W / m 2 * K.
  • the partition element corresponds to fire protection class F30.
  • This partition element 4 was also inserted into the truss construction according to FIG. 8.
  • One of the outside planks 60, 68 can be provided with an outer shell 45 (see FIG. 7).
  • the outer shell 45 can consist, for example, of a chipboard 70 (see FIG. 7), a counter battens 74 arranged thereon and panels 76 fastened thereon, the joints of which are covered by butt plates 78. Since such outer shells 45 are already known from the prior art, further explanations are unnecessary.
  • FIG. 12 shows a further exemplary embodiment of a partition element 4 according to the invention, which can be used, for example, to form non-load-bearing, light inner walls.
  • this light partition element 4 only one layer S is formed, which in turn consists of a board layer 60, spacer slats 66, an insulation layer 64 and a final board layer 68.
  • the insulation layer 64 is not formed continuously over the entire cross-sectional area of the board layer 60, 68, but rather only between the adjacent spacer slats 66, so that no insulation is provided in the region of the spacer slats. Such weakening of the insulation layer is, however, acceptable in the interior area.
  • Each spacer bar 66 can be formed by two spacer bar elements 66 ′, 66 ′′ lying one on top of the other.
  • the truss frame is defined laterally by two vertical bars 26, at its upper end section by a cross bar 6 and at its lower end section by an invisible cross bar 8, the width of the trusses being limited by central bars 24 which are connected to the Cross bars 6, 8 are attached (see Fig. 2).
  • the truss fields formed in this way are fanned out by three partition elements 4.
  • a flush, largely flat outer surface is defined by the board layers 68 of the three compartment elements 4 and the adjacent side surfaces of the rods 6, 8, 26, 24, on which a counter battens 74 is fastened, which is transverse to the longitudinal direction the board layer 68 runs.
  • An outer panel layer 80 is fastened to the counter battens, the separating joints of the outer panel plates being covered by panels 82 which indicate a framework.
  • the support surface for the counter battens 74 extending panicle ribbons 84 can also be applied, which in the embodiment shown in FIG. 13 run in the diagonal direction.
  • FIGS. 14 and 15 show a roof element 86 which is formed from a plurality of partition elements 4, 4 ', 4''.
  • the compartment elements 4, 4 ', 4'' are connected by panicle strips 84, which are applied to the cover layers formed by the board layers 60, 68.
  • gusset plates 22 are provided on the side edges of the partition elements 4, 4 ' squared timbers are attached.
  • the front end of each compartment element 4 is formed by two squared timbers 86 ', 86''arranged one above the other (view according to FIG. 15), which together form a step or a joint.
  • Such roof elements have the advantage that the inside of the roof no longer has to be boarded up. On the board layer forming the outer wall, only battens need to be provided for receiving the roof tiles or another roof covering.
  • a vapor barrier can be formed in a known manner on the inner board layer, and a diffusion-open film can be applied to the outer board layer, so that optimal moisture insulation is ensured.
  • the roof elements 84 shaped in this way are inserted between adjacent rafters 88 of a roof truss 90.
  • FIGS. 17 to 23 show a further exemplary embodiment of a partition element 4 that can be used in the manufacture of a wooden house according to FIG. 1.
  • this partition element consists of a plurality of transverse layers 91 which extend transversely to the large areas 92 of the partition element 4.
  • the large number of transverse layers 91 are connected by suitable connecting means, such as, for example, nails, staples or by point-like glue connections - for example by means of quark-lime glue.
  • Each transverse layer 91 consists of two wooden boards, hereinafter referred to as layer boards 94, 96.
  • a plurality of boards are sawn out of a class II or III small timber, only one of which is shown in FIG. 18.
  • Such a small wood board 98 thus has two bark edges 99, 100 which are predetermined by the outer surfaces of the small wood.
  • the large areas 102 and the end faces 104 are processed by the cutting process and, if appropriate, by a subsequent planing process, while the bark edges 99, 100 are only debarked, freed from the bast and dried ( ⁇ 9% residual moisture). If the requirements are particularly high, the bark edges can also be processed.
  • This small timber board 98 is sawed apart in the middle along the dash-dotted line in FIG. 18, so that two board halves 94, 96 are obtained.
  • the board half 96 is then rotated through 180 ° about its transverse axis (transverse to the longitudinal axis) and placed next to the other board half 96 such that the bark edge 100 is opposite the bark edge 99.
  • the taper of the small wood rod can be compensated for, so that an almost rectangular board results, whereby 99 100 predetermined dimensions can be maintained by appropriate reworking or alignment of the bark edges.
  • the element from the board halves 94, 96 shown on the right in FIG. 18 thus results in a transverse layer 91 with the layer boards 94, 96 of the surface element 4 according to FIG. 17.
  • the separating joint between the two bark edges 99, 100 can be made as desired be filled with insulating material. As a rule, however, a predetermined distance will be provided here.
  • the inventive configuration of the cross layer 91 made of small wood boards 98 means that over 70% of a small wood trunk can be used to create such cross layers 91.
  • a high-quality partition element can be manufactured with minimal expenditure on material and production.
  • the procedure according to the invention makes it possible to use wind break, inter alia, wood to produce high-quality components.
  • the transverse layers 91 allow plate elements with external dimensions of, for example, 400 mm in width and up to 9 m in length to be produced. Of course, other dimensions, such as, for example, sheets with a size of 2x2 m, can also be produced, the cross-layer thickness depending on the function being approximately 100 to 250 mm. 19 shows an example of use of this partition element 4 according to the invention as a floor structure.
  • a plurality of squared timbers 106 arranged parallel to each other are fastened to the concrete floor and the partition element 4 or a plurality of these partition elements 4 according to the invention are applied in the transverse direction, the side edges of the transverse layer 91 removed from the squared timber 106 being planed .
  • This planed layer then forms the floor of the ground floor.
  • a weld path can be provided between the concrete and the square timbers 106.
  • the spaced squared timbers 106 enable optimal ventilation of the concrete floor.
  • the partition element 4 is placed as a ceiling element on the beam layer 108 of the ceiling structure.
  • a finished floor can again be created, which - if desired - can also be provided with a covering.
  • a recess 109 can be formed in the partition element 4, in which devices for the sanitary, air conditioning and / or heating supply can be provided.
  • FIG. 21 shows an exemplary embodiment in which the partition elements 4, 4 ′, 4 ′′ according to the invention are used to fill out a framework, of which only the vertical bars 10 can be seen.
  • the parting line between the bark edges 99, 100 can be filled with mineral fiber.
  • supporting planks 110 are placed in parallel spacing, between which an insulation 111 is provided.
  • a cross lath 112 with - as an option - interposed further insulation 114 is then formed on the support boards 110.
  • An inner wall for example a wooden paneling, plasterboard or plaster base, can then be attached to the cross battens 112.
  • the insulation 111 can also be provided on the outer wall A in the reverse manner. This embodiment is preferred in practice because the dew point should be shifted as far as possible to the outside.
  • FIG. 22 shows an embodiment in which the compartment elements 4, 4 ′′, 4 ′′ ′′ are fastened between supporting boards 116.
  • a floor covering is then applied to this composite construction made of supporting boards 116 and partition elements 4, 4 ′′ and 4 ′′ ′′, which in the exemplary embodiment shown consists of third-party sound insulation 118 and any floor structure 120 (parquet, clinker, etc .) can exist.
  • the support plates 116 are formed by the unplaned ceiling beams on the ground floor.
  • FIG. 23 shows a particularly "luxurious" design of an outer wall.
  • This outer wall is formed by six partition elements 4 to 4 according to the invention, which are designed as formwork of a corresponding framework with double walls. From this framework only cross sections of the vertical bars 10 can be seen.
  • two wall sections 122, 123 which are formed from the partition elements 4, 4 ', 4' 'and 4' '', 4 '' '', 4 ''''', are arranged at a parallel distance from one another. arranges, the outer wall being formed by the compartment section 122 and the inner wall being formed by the compartment section 123.
  • the parting line between the two Gefa ⁇ che elements 122, 123 is designed as an air gap with a width of about 2 to 4 cm.
  • Devices for fastening an outer shell or inner layers can in turn be provided both on the inside and on the outside. Furthermore, by omitting one or more layer boards, space for supply facilities can be created. This variant is comparatively expensive, but exhibits outstanding heat and sound insulation properties, which makes it seem sensible to use it in high-quality buildings with high requirements for heat and sound insulation.
  • partition elements 4 can of course also be used to fill out conventional half-timbered structures and in particular when renovating old buildings.
  • a particular advantage of the system according to the invention is that the client can make a considerable contribution of his own and that the cost of materials can be reduced to a minimum by using small wood.
  • the inventive According to the truss system with the Gefa ⁇ che elements according to the invention a market for the practically useless weak woods is created, which can be processed immediately after the attack and no longer need to be stored in the forest.
  • pests such as, for example, the wood trestle or the wood wasp, no longer have time to attack the small sticks, so that treatment of the small sticks with pesticides can be dispensed with.

Abstract

L'invention a pour objet un système de construction à colombages, des éléments de charpente pour un tel système, ainsi qu'un procédé de fabrication d'un élément de charpente, selon lequel on utilise des madriers de faibles dimensions pour la fabrication, aussi bien des poutres que des éléments de charpente. L'invention permet ainsi d'obtenir un produit, d'une part, beaucoup moins coûteux que dans le cas des solutions connues jusqu'à présent et, d'autre part, présentant des propriétés d'isolation thermique et phonique tout à fait compétitives.
PCT/DE1996/001649 1995-09-06 1996-09-04 Systeme de construction a colombages et elements de charpente et procede de fabrication d'un element de charpente WO1997009492A2 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
AU76906/96A AU7690696A (en) 1995-09-06 1996-09-04 Half-Timbering System And Framework Elements And Method Of Producing A Framework Element
EP96939806A EP0848774B1 (fr) 1995-09-06 1996-09-04 Systeme de construction a colombages et elements de charpente et procede de fabrication d'un element de charpente
US09/029,626 US6032434A (en) 1995-09-06 1996-09-04 Half-timber frame and half-timber compartment element
AT96939806T ATE200544T1 (de) 1995-09-06 1996-09-04 Fachwerk und gefacheelement und verfarhren zur herstellung eines gefacheelements
DE59606782T DE59606782D1 (de) 1995-09-06 1996-09-04 Fachwerk und gefacheelement und verfarhren zur herstellung eines gefacheelements

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE19532829 1995-09-06
DE29514254.5 1995-09-06
DE19532829.9 1995-09-06
DE29514254 1995-09-06
DE19628043A DE19628043C2 (de) 1995-09-06 1996-07-11 Gefacheelement
DE19628043.5 1996-07-11

Publications (2)

Publication Number Publication Date
WO1997009492A2 true WO1997009492A2 (fr) 1997-03-13
WO1997009492A3 WO1997009492A3 (fr) 1997-05-22

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998042932A1 (fr) * 1997-03-25 1998-10-01 Hdb Weissinger Gmbh Cadre destine a etre utilise comme element de construction modulaire pour des batiments et procede de fabrication d'un tel cadre
WO1998050704A1 (fr) * 1997-05-07 1998-11-12 Mikko Zitting Joint, procede pour fabriquer un joint, element de joint, et procede pour fabriquer l'element de joint
WO2001051725A1 (fr) * 2000-01-13 2001-07-19 Yhtyneet Sahat Oy Procede de construction d'une ossature de mur, ossature de mur et profile en bois
WO2004037742A1 (fr) * 2002-10-28 2004-05-06 Fnr Forschungsgenossenschaft Nachwachsender Rohstoffe Procede pour fabriquer un materiau de construction a base vegetale et materiau de construction resultant de ce procede
IT201700045810A1 (it) * 2017-04-28 2017-07-28 Leapfactory S R L Sistema costruttivo per telai strutturali di edifici
EP3409860A1 (fr) * 2017-06-01 2018-12-05 GRANAB Förvaltning AB Panneau de construction en bois renforcé

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20303904U1 (de) * 2003-03-12 2004-04-29 Schmidt, Hermann Bausatz zur Erzeugung eines Gebäudes
DE102004034427A1 (de) * 2004-07-15 2006-02-09 Fritz Breitschuh Holzhaus
RU2622955C1 (ru) * 2016-03-01 2017-06-21 Александр Витальевич Горбунов Домокомплект сборного деревянного домостроения и устройство фиксации присоединяемой к стене детали

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH228595A (de) * 1942-08-03 1943-09-15 Kuehnis Kaspar Bauwand aus Holz für Holzhäuser.
DE826347C (de) * 1948-10-02 1951-12-27 Krauth & Co Zusammengesetztes profiliertes Holzbauglied
SE400598B (sv) * 1974-05-22 1978-04-03 Serneblad Gunnar Forfarande for framstellnign av element for byggnadsendamal
GB2052596A (en) * 1979-05-07 1981-01-28 Jensen Building Prod Elongate Frame Member
DE2204731C2 (de) * 1971-02-05 1982-08-05 Josef Altdorf Uri Furrer Stabförmige Holzbauelemente
FR2583802A1 (fr) * 1985-06-19 1986-12-26 Realisations Adaptees Ensemble d'elements en bois destines a la realisation de batiments
EP0388507A2 (fr) * 1989-03-23 1990-09-26 Berthold Fries Poutre en bois et procédé pour sa fabrication
DE3924088A1 (de) * 1989-07-20 1991-01-24 Klaus Kuehne Verbundbalken aus konischem rundholz

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE56226C1 (fr) *
DE727077C (de) * 1937-02-27 1942-10-27 Franz Gregoritsch Dipl Ing Balken fuer Blockwaende
DE8429902U1 (de) * 1984-10-11 1985-04-11 Kaiser, Karl, Dipl.-Ing., 7990 Friedrichshafen Holzsbauteilesatz
DE8624542U1 (fr) * 1986-09-13 1987-02-26 Ziegert, Wolfgang, 7821 Feldberg, De
CH680600A5 (en) * 1990-02-01 1992-09-30 Bsb Holzkonstruktionen Ag Wooden building of composite box section parts - has plywood outside walls with flat connectors in central layer
DE9012616U1 (fr) * 1990-09-04 1990-11-08 Blum, Helga
DE4039651C2 (de) * 1990-12-12 1997-11-20 Erwin Stahl Fachwerkhaus
DE4338185C2 (de) * 1992-11-11 1996-08-14 Hofmann Berthold Dipl Ing Fh Verfahren zur Herstellung eines Fertighauses

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH228595A (de) * 1942-08-03 1943-09-15 Kuehnis Kaspar Bauwand aus Holz für Holzhäuser.
DE826347C (de) * 1948-10-02 1951-12-27 Krauth & Co Zusammengesetztes profiliertes Holzbauglied
DE2204731C2 (de) * 1971-02-05 1982-08-05 Josef Altdorf Uri Furrer Stabförmige Holzbauelemente
SE400598B (sv) * 1974-05-22 1978-04-03 Serneblad Gunnar Forfarande for framstellnign av element for byggnadsendamal
GB2052596A (en) * 1979-05-07 1981-01-28 Jensen Building Prod Elongate Frame Member
FR2583802A1 (fr) * 1985-06-19 1986-12-26 Realisations Adaptees Ensemble d'elements en bois destines a la realisation de batiments
EP0388507A2 (fr) * 1989-03-23 1990-09-26 Berthold Fries Poutre en bois et procédé pour sa fabrication
DE3924088A1 (de) * 1989-07-20 1991-01-24 Klaus Kuehne Verbundbalken aus konischem rundholz

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998042932A1 (fr) * 1997-03-25 1998-10-01 Hdb Weissinger Gmbh Cadre destine a etre utilise comme element de construction modulaire pour des batiments et procede de fabrication d'un tel cadre
WO1998050704A1 (fr) * 1997-05-07 1998-11-12 Mikko Zitting Joint, procede pour fabriquer un joint, element de joint, et procede pour fabriquer l'element de joint
WO2001051725A1 (fr) * 2000-01-13 2001-07-19 Yhtyneet Sahat Oy Procede de construction d'une ossature de mur, ossature de mur et profile en bois
WO2004037742A1 (fr) * 2002-10-28 2004-05-06 Fnr Forschungsgenossenschaft Nachwachsender Rohstoffe Procede pour fabriquer un materiau de construction a base vegetale et materiau de construction resultant de ce procede
CN100354226C (zh) * 2002-10-28 2007-12-12 纳瓦罗股份公司 植物基建筑材料，该材料的制造方法和由该建筑材料制造的结构单元
US8070877B2 (en) 2002-10-28 2011-12-06 Nawaro Ag Method for the production of a plant-based construction material and construction material obtained by means of said method
IT201700045810A1 (it) * 2017-04-28 2017-07-28 Leapfactory S R L Sistema costruttivo per telai strutturali di edifici
WO2018198145A1 (fr) * 2017-04-28 2018-11-01 Leapfactory S.R.L. Système de construction pour ossatures structurales de bâtiments
US10927540B2 (en) 2017-04-28 2021-02-23 Leapfactory S.R.L. Construction system for structural frameworks of buildings
EP3409860A1 (fr) * 2017-06-01 2018-12-05 GRANAB Förvaltning AB Panneau de construction en bois renforcé
WO2018220125A1 (fr) * 2017-06-01 2018-12-06 Granab Förvaltning Ab Panneau structural en bois renforcé

Also Published As

Publication number Publication date
AU7690696A (en) 1997-03-27
WO1997009492A3 (fr) 1997-05-22
DE19628043C2 (de) 1999-03-18
DE19628043A1 (de) 1997-10-23

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