EP2326774B1 - Verbund von massiven Elementen - Google Patents

Verbund von massiven Elementen Download PDF

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Publication number
EP2326774B1
EP2326774B1 EP20080806893 EP08806893A EP2326774B1 EP 2326774 B1 EP2326774 B1 EP 2326774B1 EP 20080806893 EP20080806893 EP 20080806893 EP 08806893 A EP08806893 A EP 08806893A EP 2326774 B1 EP2326774 B1 EP 2326774B1
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European Patent Office
Prior art keywords
assembly
mounting
girders
assembled
male
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EP20080806893
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English (en)
French (fr)
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EP2326774A1 (de
Inventor
Jim Riviere
Alain Florentin Mandoce
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Individual
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Individual
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Priority claimed from FR0500601A external-priority patent/FR2880904B1/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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27M—WORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
    • B27M3/00—Manufacture or reconditioning of specific semi-finished or finished articles
    • B27M3/0013—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles
    • B27M3/0026—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected laterally
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27M—WORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
    • B27M3/00—Manufacture or reconditioning of specific semi-finished or finished articles
    • B27M3/0013—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles
    • B27M3/006—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected both laterally and at their ends
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27M—WORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
    • B27M3/00—Manufacture or reconditioning of specific semi-finished or finished articles
    • B27M3/0013—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles
    • B27M3/0066—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by tongue and groove or tap hole connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web

Definitions

  • the present invention relates to the field of construction and more particularly to the field of the realization of cottages in solid wood or glulam.
  • the present invention relates to a method according to the preamble of claim 1.
  • the construction must have all the rigidity required and be equally easy to assemble and disassemble, and / or be moved to be rebuilt elsewhere or differently.
  • the present invention aims to further improve the rigidity and strength of such a construction while simplifying the assembly or disassembly operations.
  • the present invention relates to a method according to claim 1.
  • the glue used is a single-component polyurethane-based glue such as Kleiberit Adhesive 501.
  • Kleiberit Adhesive 501 a single-component polyurethane-based glue
  • Kleiberit Adhesive 501 a single-component polyurethane-based glue
  • this glue is only mentioned by way of example. If it were necessary for technical reasons or according to new standards to adopt another glue, the choice would not pose any problems.
  • This process gives a certain benefit to the raw material because it operates with solid wood Class 4 machined and becomes the assembly laminated or laminated.
  • an empty space is left during assembly, as shown in FIG. figure 12 , which among other advantages allows the passage of electrical conduits and the passage of fluids.
  • this passage can be injected an insulating material such as an expandable polyurethane foam or other insulator.
  • the central spar thus has, per place, a vacuum of a length of about 50cm and comprises at each end, high and low, a dovetail assembly, male at the top and female at the bottom and laterally at least two assemblies male and female dovetail.
  • the nature of the wood of which are formed the spars can be very diverse because the assembly allows to bring together between them very varied qualities of wood, such as coniferous wood or precious woods.
  • the figures 1 and 2 show an assembly of duo and trio spars by dovetail joints.
  • the figure 4 shows a schematic view in length, of an assembly of three longitudinal members.
  • the figure 5 shows the details of the assembly of the spars by dovetail duet.
  • the figures 6 and 7 and 9 show the sliding of longitudinal members by means of the three dovetail assemblies arranged on the lateral faces of the assembly block, for the trio block.
  • the figures 5 and 8 show the possibility of sliding horizontally arranged longitudinal members via dovetail assemblies for the duo block.
  • the inner spar has discontinuous cavities for the passage of electrical cables and fluid conduit filled with insulating material, polystyrene type, to ensure a perfect thermal and phonic seal
  • the passage can also be made by drilling on one of the planks as it is shown on figures 10 and 11 for duo or trio blocks.
  • These sets may have three spars (trio) or only two spars (duo) ( figures 5 and 6 and 10 and 11 ).
  • the thickness can be increased.
  • the longitudinal members may have a possibility of double dovetail, high (male) and low (female) ( fig.12 ) which allows a slide installation.
  • the spar has two parts or three parts because the dovetail assembly allows an assembly of beams in any number.
  • the figures 10 and 11 show in top view, the sliding of the beams in duo and trio.
  • the upper part of the male dovetail is fluted allowing easy sliding of one block on the other during assembly of the panels. Integrated bracing.
  • stiffeners are integrated in the panel in the vertical direction.
  • Notches are provided for this purpose in the vertical direction.
  • Notches are provided for this purpose and are arranged in the middle or at the two ends of the panels ( Fig. 17 )
  • stiffeners which cross the entire panel, are made of hardwood, with a rectangular section of approximately 4 cms by 6 cms as shown in FIG. figure 18 .
  • top and front views of the panel show the location of the stiffeners and poles ( figure 20 and 21 )
  • Each panel is mounted on a double sandpit ( figure 22 ).
  • This double sandpit aims to secure the panels to the foundation by bolting.
  • This concept can also be implemented in various materials, by shaping or molding materials used in the manufacture can be naturally wood, but also plastic, concrete, chipboard, aluminum, glass and other rigid material.
  • the list of adaptable materials is not exhaustive.
  • the dovetail hooking can be replaced by any other system that allows effective hooking, as shown by the figures 14 , 15 and 16 .
  • the mounting method consists in the use of a base part formed of a block of wood having a succession of trapezoidal female notches arranged all along the part, in which a or male parts having symmetrical trapezoidal projections carried on a part or the entire length of the piece of wood and which engage by interlocking in said indentations thus forming dovetail joints.
  • the piece of wood can bear on the other longitudinal side, symmetrically, male projections of trapezoidal shape which in turn fit into a spar with indentations trapezoidal so that the base spar can be assembled along its length with one or two additional elements capable of sliding all along the base piece.
  • This spar serves as a basic element for the construction of the walls of a wall or a partition panel.
  • the panels are held in place by shutters or posts driven into the ground made of hardwood.
  • Such panels can also serve as walls for residential buildings. They are trimmed at each end with male elements.
  • the length of the spars is freely adapted to the needs and it is not necessary to consider extension devices.
  • the present method provides a double sill which comes to assemble the panels thus made, and thus ensure a means of securing the stability and rigidity of the assembly.
  • the panels are then covered by a single or double farm, sealing the building.
  • the construction elements thus produced may further include openings such as doors, windows, or vasistas allowing the premises to be sufficiently clear, ventilated or isolated vis-à-vis the weather, wind, cold or sun.
  • the residential buildings thus constructed rest on the ground either by means of an insulating slab or better still by blocks or wedges on which the sand pits come to rest and be fixed by means of studs or lag bolts. .
  • roofing will be done using any type of roofing material, depending on the climate or type of area. Straw, thatch, flat or round tiles, slates, fiber cement or tarpaulins are suitable for sealing purposes.
  • the figure 1 shows in vertical section the assembly of two longitudinal members via the dovetails arranged symmetrically in the thickness of the piece of wood.
  • the beams thus assembled rests on the ground by a foot on one side and on the other side by a flat surface.
  • the lower part of the longitudinal members also has the shape of a female part of the dovetail assembly thus making it possible to have a new spar if necessary.
  • the figure 2 shows a dovetail assembly of the same type to assemble three spars. This results in much larger panel widths, knowing that each beam or spar has a section ranging from 40 to 55 mm and preferably from 45 to 52 mm.
  • the depth of the various notches varies from 15 to 20 mm, preferably 18 mm.
  • the height of the cuts is of the order of 35 to 45 mm, preferably 40 mm for the small base and 50 mm for the large base.
  • the height of the whole is important. This gives an assembly block of about 200 mm in height. Its length is consistent with the needs of the construction.
  • the figure, 3 shows a reduced element of the three-spar mounting block including a central spar having a male dovetail cutout and female cooperating with a spar having a female and male symmetrical hooking system.
  • the wooden blocks are bare or covered with varnish or paint so as to better bring out the veins of the wood and at the same time to better protect them from bad weather and isolate them.
  • the figure 1 shows more precisely the way of assembly of two longitudinal members to form a base block one sees there a first spar (10) nested by two trapezoidal projections (2) (2 ') in the symmetrical recesses (1) (1') for forming a block resting on a foot (4) and a flat surface (4 ').
  • the upper part of the block has splines (5).
  • the trapezoidal notch (3) cooperates where appropriate with a sand plate (20) via the male part (21).
  • the figure 2 shows a triple block formed of a central spar (10) on which are assembled by dovetail assemblies two longitudinal members (10 ') and (10 ") .
  • the block thus produced has a width of 160 to 170
  • the dovetail device allows the longitudinal members to slide relative to one another.
  • the figure 3 shows the assembly of a block of three longitudinal members whose outer beams have a flat surface. These longitudinal members are assembled together in a vertical plane by two dovetails (1-2) and (1'-2 ').
  • the edges of the notch are numbered (2 ").
  • the figure 4 shows along a dovetail assembly block to create large elements with parts of small section.
  • the edges of the assembly have grooves (6) for passing electrical wires.
  • the assembly is carried out by means of an assembly block bearing notches (1) (1 ') on which are cascaded by sliding trapezoidal projections (2) (2') (2 ") (2 '). "). External payments are shown in (7) and (7 ').
  • the figure 5 presents the assembly block resting on a rigid base by the flat face (4 ') and the foot (4).
  • this two-spar block we have assembled a male spar and a female spar sliding one into the other.
  • the figure 6 shows the same device comprising the assembly of three longitudinal members by means of the male protrusions (2) (2 ') (2 ") and (2'") coming to fit in notches (1) (1 ') to form a block of large section.
  • the figure 7 shows the same assembly block with outer rails having partially slid thus clearing the indentations (1) and the trapezoidal protrusions (2).
  • the figure 8 shows details of the dovetail assembly, one of the spars being only partially engaged in the other spar. We thus see the trapezoidal projections (2) (2 ') (2 ") partially in pages in the indentations (1) (1') and (1").
  • the figure 9 shows a three-spar block whose two outer spars are slidably presented (1) (2).
  • the upper part is fluted (5) all over the plane.
  • the figure 10 shows the sliding of two longitudinal members (10) (10 ').
  • the figure 11 shows the sliding of three longitudinal members.
  • the figure 12 shows in section two side members assembled on an assembly part having trapezoidal projections (2 ') (2 ") embedded in symmetrical indentations (1') (1") is represented in a housing space insulated from moisture or air by an insulation material.
  • the figure 13 shows an assembly block resulting from the dovetail assembly of six longitudinal members.
  • the set has perfectly flat upper and longitudinal payments (11) (11 ').
  • the figure 14 shows another type of assembly using Greek-shaped tenons and mortises (12) (12 ') and (13) (13')
  • the figure 15 shows another type of assembly using lozenge-shaped recesses (14) (14 ') (14 ") in which the male counterpart (15) (15') (15") is embedded.
  • the figure 16 shows another type of assembly using male and female dolichoform elements (16) (16 ') (17) (17').
  • the figure 17 shows the realization of a panel formed of longitudinal members (10) (10 ') and held by shutters (18) (18') driven into the panels.
  • the assembly is held by uprights (19) (19 ') which are fitted by the male end of the spar (10). This male end cooperates with the female notch carried by the pole (20).
  • the figure 18 shows in more detail the bracing (18 ') embedded by a block of two longitudinal members assembled by the dovetail (1) (2).
  • the figure 19 shows an embodiment of a spar.
  • the spar has flat walls (11) (11 ').
  • the figure 20 represents the details of the structure of the fixed panel assembled by two uprights (19) (19 ') held on the panel by the projections (2) (2') nested in the female notches (1) borne by the ends of the longitudinal members. In (18) (18 ') it was seen from above the braces (18) (18') driven into the panel.
  • the figure 21 shows an assembled panel resting on a double sill plate (20) and held in position by uprights (19) as well as by braces (18) (18 ') inserted at the base into the double sill plate.
  • This type of assembly is the prefiguration of the assembly of a building made of assembled beams. With panels of this type the walls of a dwelling element are made. Posts (19) (19 ') are placed at right angles to another panel and are held in place by means of an assembly device. (not figured).
  • the figure 22 shows the structure of a basic sand pit. There is shown at 24 a longitudinal rim on which vertical uprights (25) (25 ') (25 ") rest, which serve to receive a longitudinal spar (21) (21') finished in the shape of a dovetail.
  • This dovetail is intended to be inserted into the female beam of the dovetail (3) carried by the assembly block to ensure the stability of the construction.
  • This assembly is made stronger by bolting in the orifices (22) (22 ') (22 ") and (22'") disposed along the length of the sand pit.
  • the upper part of the sand plate (23) is flat and serves to receive an assembly block (10, 10 ').
  • the figure 23 shows the details of the construction of a panel resting on a sand plate (20) comprising the foot (4).
  • the assembly blocks are made by assembling two longitudinal members via dovetail (1) (2).
  • the pedestal of the sandbox also presents for a regidification a horizontal dovetail assembly (3) (3 ').
  • the panels thus produced are held in place by two braces (18) (18 ') inserted into the longitudinal members (10).

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Wood Science & Technology (AREA)
  • Manufacturing & Machinery (AREA)
  • Forests & Forestry (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (9)

  1. Verfahren zum Montieren und/oder Demontieren von Platten, die zur Herstellung von Landhäusern oder Holzkonstruktionen verwendet werden können, gemäß dem:
    - Ballen (10, 10', 10") im Zweier- Dreier- oder Viererpack zusammengesetzt werden, um einen Montageblock zu erhalten, wobei derartig erzielte Montageblöcke in der Form eines massiven Elementes an jeweils zwei gegenüberliegenden Seiten mit einer Aussparung (3) und einem vorspringenden Teil versehen sind, wobei die so erzielte Einheit an den beiden Enden von einem vorspringenden Ende abgeschlossen wird,
    - massive Elemente unter Eingriff des vorspringenden Teils einer gegenüberliegenden Fläche eines massiven Elementes in die Aussparung (3) des benachbarten massiven Elementes zusammengesetzt werden, um eine Platte zu bilden,
    - eine so zusammengesetzte Platte in einem doppelten Rahmenholz (20) befestigt wird, wobei das doppelte Rahmenholz von einem longitudinalen Balken (21) überragt wird, welcher von einem Schwalbenschwanz begrenzt wird und in die Aussparung (3) des passiven Basiselementes der Platte eingesetzt wird, und
    - Eck-Pfosten oder -Stützen (19, 19', 20) zusammengesetzt werden,
    dadurch gekennzeichnet, dass die zwei, drei oder vier Balken durch Einbettung in ihrer Längsrichtung mit Hilfe eines Vorsprunges (2) und einer symmetrischen Ausnehmung (1) verbunden werden, wobei die Eck-Pfosten oder -Stützen mit einer hohlen Aussparung versehen sind zur Montage durch Einsetzen von vorspringenden Enden der massiven Elemente in die hohle Aussparung.
  2. Verfahren zum Montieren und/oder Demontieren nach Anspruch 1, dadurch gekennzeichnet, dass die Balken (10, 10', 10") geeignet sind, mit Hilfe der Schwalbenschwanz-Verbindungen sich verschieben zu lassen.
  3. Verfahren zum Montieren und/oder Demontieren nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Balken (10, 10', 10") einen Holzblock bilden, welcher jeweils Ausnehmungen (1) in trapezförmiger Form aufweist, welche entlang dieser angeordnet sind, in welchen die Vorsprünge (2) in symmetrischer trapezförmiger Form, welche an einem Teil oder über die gesamte Länge der genannten Balken getragen werden, zusammenwirkt und durch Einbettung in Eingriff kommen, um Schwalbenschwanz-Verbindungen zu bilden.
  4. Verfahren zum Montieren und/oder Demontieren nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass ein Basisbalken (10, 10', 10") auf der anderen Längsseite vorspringende Überstände (2) von trapezförmiger Form symmetrisch aufweist, welche sich in einen anderen Balken, welcher trapezförmige Ausnehmungen (1) aufweist, derartig einbetten, dass der Basisbalken über seine gesamte Länge mit zwei zusätzlichen Balken zusammengesetzt wird.
  5. Verfahren zum Montieren und/oder Demontieren nach Anspruch 3, dadurch gekennzeichnet, dass der Zusammenbau auf eine andere Art von Verbindung erfolgt als durch Schwalbenschwanz, insbesondere durch Zusammenbau durch Teile in Form von Mäandern, Polygonen oder Dolichoformen.
  6. Verfahren zum Montieren und/oder Demontieren nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der vorspringende Teil der gegenüberliegenden Seite von jedem massiven Element im Bereich seiner freien Seite geriffelt ist.
  7. Verfahren zum Montieren und/oder Demontieren nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass in die Platte Versteifungen (18) in senkrechter Richtung mittels Aussparungen, welche in der Breite der Balken (10) angeordnet sind, integriert sind.
  8. Verfahren zum Montieren und/oder Demontieren nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass jeder Balken (10) einen Querschnitt aufweist, welcher zwischen 40 und 55 mm variiert, und eine Höhe von in etwa 200 mm.
  9. Verfahren zum Montieren und/oder Demontieren nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass ein Block in doppeltem Schwalbenschwanz gebildet wird, welcher im Zentrum einen Hohlraum zum Durchführen von Kabeln oder Leitungen aufweist.
EP20080806893 2005-01-20 2008-08-20 Verbund von massiven Elementen Active EP2326774B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0500601A FR2880904B1 (fr) 2005-01-20 2005-01-20 Perfectionnements au mode de construction par elements standardises
PCT/IB2008/002168 WO2010020829A1 (fr) 2005-01-20 2008-08-20 Assemblage d ' elements massi1fs

Publications (2)

Publication Number Publication Date
EP2326774A1 EP2326774A1 (de) 2011-06-01
EP2326774B1 true EP2326774B1 (de) 2015-04-22

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EP20080806893 Active EP2326774B1 (de) 2005-01-20 2008-08-20 Verbund von massiven Elementen

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Country Link
US (1) US8662120B2 (de)
EP (1) EP2326774B1 (de)
CA (1) CA2761730A1 (de)
WO (1) WO2010020829A1 (de)

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CA2761730A1 (fr) 2010-02-25
US8662120B2 (en) 2014-03-04
US20110203203A1 (en) 2011-08-25
WO2010020829A1 (fr) 2010-02-25
EP2326774A1 (de) 2011-06-01

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