EP2398972B1 - Procédé de production d'un corps de construction tridimensionnel - Google Patents

Procédé de production d'un corps de construction tridimensionnel Download PDF

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Publication number
EP2398972B1
EP2398972B1 EP10704756.5A EP10704756A EP2398972B1 EP 2398972 B1 EP2398972 B1 EP 2398972B1 EP 10704756 A EP10704756 A EP 10704756A EP 2398972 B1 EP2398972 B1 EP 2398972B1
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EP
European Patent Office
Prior art keywords
plate plane
plate
plane portions
portions
sections
Prior art date
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Active
Application number
EP10704756.5A
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German (de)
English (en)
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EP2398972A1 (fr
Inventor
Werner Spieth
Nikolaus Faller
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Delignum Sarl
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Delignum Sarl
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Priority to PL10704756T priority Critical patent/PL2398972T3/pl
Publication of EP2398972A1 publication Critical patent/EP2398972A1/fr
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Publication of EP2398972B1 publication Critical patent/EP2398972B1/fr
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
    • 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
    • E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
    • E04B2/707—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels

Definitions

  • the invention relates to a method for producing a three-dimensional structural body, which is essentially produced from plate-shaped material blanks, which material blanks are cut in sections of at least one strand of material and then joined together in the shape of the structure.
  • the conventional manufacturing method is disadvantageous, since the openings are made by sawing out of the entire surface element.
  • the solution to this problem in the method of the type mentioned in particular consists in that the structure is subdivided into plate planes, which in turn are segmented in the longitudinal or transverse direction of the plate planes oriented plate-plane sections, that the dividing lines of the plate plane sections at least one, at least one plane opening having plate plane in the connection region between longitudinally oriented and adjoining transversely oriented plate-plane sections defining a flat plate-plane opening therein, such that the plate-plane sections consisting of the same material are lined up such that the plate-plane sections are at least one plate plane on at least one strand of material can be projected, and that this at least one strand of material is then cut to the plate plane sections, before the thus separated from the at least one strand of material plate plane portions of a plate plane to the plate plane are interconnected.
  • the inventive method provides that the building is subdivided into plate levels in a first calculation or thought step, wherein, for example, each lying in a plane wall or ceiling surface can form a plate plane.
  • the individual plate planes are then segmented in a subsequent thought or calculation step respectively in the longitudinal or transverse direction of the plate plane oriented plate plane sections, to then place the dividing lines of the plate plane sections in the connection area.
  • the plate plane sections of at least one plate plane which are to be made of the same material, placed on a strand of material, which is then cut accordingly to the plate plane sections.
  • Isolated slab sections of a slab can then be connected to each other to the plate plane to connect in a subsequent step, the plate levels at the desired location to the three-dimensional structure.
  • the materials used to cut the slab sections may differ in material, material thickness, and / or surface coating, or any other suitable feature.
  • serving as wall or ceiling element plate levels are prefabricated taking into account their areal openings of several plate-level sections.
  • the thus prefabricated plate-plane sections can be assembled in a special joining method to serving for example as a wall or ceiling element plate level. Since the sheet-like window or door openings in the method according to the invention need not be produced by sawing out of the full-surface wall or ceiling element, the method according to the invention is characterized by a considerable saving of material.
  • the plate-plane sections of at least one plate plane of the structure are cut from at least two material strands consisting of different building materials.
  • the panel plane sections cut from the material strand can be connected in a particularly simple and durable manner to the plane of the board serving, for example, as a wall or ceiling element, if the board plane sections at least in the Be provided with a joining profile of their parting lines.
  • plate plane sections can be connected to each other, which need not necessarily have parallel plate edges, it is advantageous if the required for fixing the plate plane portions of a plate plane clamping force is applied perpendicular to the plate plane, and / or if the effective direction of the Plate plane sections of a plate plane required pressing pressure is parallel to the plate plane.
  • a preferred embodiment according to the invention provides that the plate plane sections are interconnected from a suitable selection of positive engagement, adhesion and material bond. While the form-fit can be accomplished, for example, by a finger joint in a Verleimprofil, and while the traction is effected by the force applied during compression force or acting on the wedging plane of Zinkung force, the material bond can be made for example by gluing or welding. If the joints between the panel plane sections are connected to one another by positive and / or integral connection methods, a permanently joint-tight connection can be produced in a simple manner.
  • the bumps between the plate plane sections may be shaped differently, eg straight or arcuate, with or without support projection.
  • a trapezoidal shock design is also possible. It is therefore advantageous if the dividing lines between the panel plane sections to be joined together are formed from a suitable selection of straight, curved or trapezoidal joints.
  • the separation of the previously endlessly generated material strand is effected by a Zerspanvorgang running at right angles and / or at a relative angle to the plate planes.
  • the separation can be done for example by sawing or milling.
  • struts can be introduced to secure the plate-flat section during the production process.
  • FIGS. 1 to 8 Based on FIGS. 1 to 8 the individual process steps of the manufacturing process according to the invention will be described in more detail.
  • the method shown here is provided for producing a three-dimensional structural body 1.
  • This building 1 is in FIG. 1 exemplified in the form of a shell.
  • the structure 1 is essentially made of plate-shaped material blanks, which are partially tailored from at least one strand of material and then joined together in the shape of the building 1.
  • FIG. 1 It can be seen that the structure 1 is subdivided into plate planes A, B, C, D, E and F in a first calculation or thought step, wherein, for example, each wall or ceiling surface lying in a plane has a plate plane A, B, C, D . E or F can form.
  • FIG. 2 in a projected strand juxtaposed plate levels are then - as out FIG. 3 is clearly - in the longitudinal or transverse direction of the plate planes oriented plate plane sections 2 segmented.
  • FIG. 4 is indicated that the existing of the same building material or plate plate sections 2 are strung together in a further computing or thought step such that the plate plane sections are projected on at least one strand of material.
  • each plate element section 2 can be manufactured in terms of material optimization. By the manufacturing method shown here can thus achieve a significant material savings, which essentially takes place through the waste-saving (pre-) segmentation of each plate plane A, B, C, D, E and F in plate plane sections 2.
  • the dimensioning of the plate-plane sections 2 takes place by preceding cutting of standardized raw elements and / or by dimensional production of the plate-plane sections 2.
  • the plate planes A, B, C, D, E and F can each have a homogeneous or an inhomogeneous composition, wherein the plate plane sections 2 at least a plate plane of the building 1 can also be cut from at least two existing material strands of different materials.
  • the method described here can be used in the processing of all plate-shaped materials. However, a preferred application of the illustrated method is that the plate-shaped materials or construction materials made of wood or a wood material.
  • the plate-plane sections 2 can thus be produced as solid wood elements or for example also be made of OSB, FPY or a combination of these materials.
  • the materials used to cut the slab sections 2 may differ in material, material thickness, and / or surface coating, or any other suitable feature.
  • the plate plane portions 2 to be assembled into an entire element A, B, C, D, E, or F need not be made of the same material or building material.
  • the at least one strand of material may be subsequently cut to the plate plane sections 2 before the so from the at least one strand of material separated plate plane sections of a plate plane A, B, C, D and F are connected to each other to the plate plane.
  • the disassembled during the work preparation in the necessary plate level sections 2 and later serving as a wall or ceiling element plate levels are by With the help of optimized cutting systems made up of prefabricated panels (cf. FIG. 3 ).
  • the plate-level sections 2 can be provided in a further operation with a joining profile 3, which facilitates the subsequent joining of the plate plane sections 2 to a continuous strand.
  • the production of the joining profile can be done in a preceding working process by a machining process, for example, a workflow with the steps “profile milling”, “gluing”, “transport”, “gluing”, “clamps”, “pressing” can be selected.
  • the joining of the plate plane sections 2 into a strand takes place in a subsequent operation.
  • the machining production of the joining profile in a Aufspannvorgang precedes the subsequent joining process, so that the workflow could include the steps “clamping (horizontal-vertical)", “milling”, “gluing”, “pressing”.
  • Another possibility is to provide the joining profile in the preceding manufacturing process of the relevant panel level section, for example by gluing in a profile trim strip.
  • the joining profile does not necessarily have to run over the entire component. Rather, it may be sufficient that the plate plane sections 2 are provided with a joining profile alone in the region of their parting lines. Due to the peculiarity of a submersible tool joining profiles can also be introduced only in the necessary to connect the plate plane sections 2 component cross-sectional areas.
  • FIG. 7 is indicated that the required for gluing the plate plane sections 2 to the plate plane pressing pressure is applied perpendicular to the plate plane. This makes it possible to connect plate plane sections 2 with not necessarily parallel plate edges.
  • connection of the individual plate-plane sections 2 can force, shape and / or cohesive follow.
  • the positive and / or cohesive connection of existing between the plate plane sections 2 shocks allows a permanently joint-tight connection.
  • a cohesive connection can be made by gluing or welding.
  • For a positive connection can be resorted to a finger jointing or a Verleimprofil.
  • a frictional connection is effected by the pressing force required when compressing the components or the force acting on the wedging plane of the zincing force.
  • a serving as a wall or ceiling element plate level for example, taking into account horizontally and vertically introduced into the plate planes channels or recesses, which can be used for example as installation channels.
  • FIG. 1 It will be appreciated that the bumps between the adjacent plate plane sections 2 may be shaped differently, for example straight, arcuate or with or without a bearing projection.
  • FIG. 1 is shown in the area of the window openings that the shock designs can also be designed trapezoidal in order to achieve improved load transfer in the region of the joint joint.
  • the cohesive compounds are produced with the aid of adhesives or other suitable joining agents whose bonding properties are accompanied by the provision of pressure, heat and / or time.
  • the connection between the plate plane sections 2 can also be done by pressing or adhesive with or without heat. Other connections, such as tab connections or dowel connections are also possible.
  • the geometry of the provided in the plate planes for example, as window or door opening certain openings need not necessarily be rectangular.
  • the total pressing force required for connecting the plate-plane sections 2 can be achieved by partially adjustable partial pressures which are to be adapted to the pressing pressures required for the cross-section of the plate-plane sections 2.
  • jointed angular connections are advantageous, for example, in the areas “wall to wall”, “ceiling to wall” or “ceiling to roof”.
  • the plate-plane sections may be joined together by assembly by means of special contra-angles (e.g., T-connection).
  • the separation of the elementary strand is carried out at a right angle and / or at a relative angle to the plane of the plate Machining process.
  • the cutting process may be required at a relative angle to the plate plane arranged cutting process.
  • the separation can be done by sawing or milling.
  • door or window openings and braces can be introduced to secure the corresponding components during the manufacturing process. Such struts should prevent the "folding" of the components.
  • FIG. 8 shows that optionally provided with a suitable, for example, the purpose corresponding joining profile plate plane sections are joined at the appropriate place to form an endless strand so that the strand can then be separated and cut into the required wall and / or ceiling elements of the plate levels.
  • the scope of the manufacturing process shown here goes beyond the use as a constructive or non-constructive wall or ceiling element in the construction sector.
  • This area of application also includes housing and industrial construction.
  • Other applications in construction are e.g. the bridge construction.
  • the disc-shaped components produced in the process according to the invention can also be used in construction but also as a facade system, sound insulation elements or the like.
  • Other applications in the modular design for example, in caravan construction, ship interior design, exhibition stand construction, weekend garden sheds, modular buildings (school, living or working containers) are conceivable.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Claims (7)

  1. Procédé de fabrication d'un corps de construction tridimensionnel (1) qui est réalisé pour l'essentiel à partir de découpes de matériau en forme de plaques, ces découpes de matériau étant coupées à dimensions par tronçons à partir d'au moins un bloc de matériau puis assemblées entre elles sous la forme du corps de construction (1), caractérisé en ce que le corps de construction (1) est subdivisé en plans de plaque (A, B, C, D, F), qui sont eux-mêmes segmentés en tronçons de plan de plaque (2) orientés dans la direction longitudinale ou dans la direction transversale des plans de plaque (A, B, C, D, F), en ce que les lignes de séparation des tronçons de plan de plaque (2) d'au moins un plan de plaque présentant au moins une ouverture surfacique de plan de plaque sont placées dans la zone d'assemblage entre des tronçons de plan de plaque (2) orientés en direction longitudinale et des tronçons de plan de plaque adjacents (2), orientés en direction transversale, qui y délimitent une ouverture surfacique de plan de plaque, en ce que les tronçons de plan de plaque (2) constitués de la même matière ou du même matériau de construction sont juxtaposés de telle sorte que les tronçons de plan de plaque (2) d'au moins un plan de plaque (A, B, C, D, F) peuvent être projetées sur au moins un bloc de matériau, et en ce que ce bloc de matériau au moins unique est ensuite coupé à dimensions pour former les tronçons de plan de plaque (2), avant que les tronçons de plan de plaque (2) d'un plan de plaque, ainsi individualisés à partir du bloc de matériau au moins unique, soient assemblés entre eux pour former le plan de plaque.
  2. Procédé selon la revendication 1, caractérisé en ce que les tronçons de plan de plaque (2) d'au moins un plan de plaque (A, B, C, D, F) du corps de construction (1) sont coupés à dimensions à partir d'au moins deux bloc de matériau, constitués de matériaux de construction différents.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que les tronçons de plan de plaque sont pourvus d'un profilé de jointure dans la région de leurs lignes de séparation.
  4. Procédé selon l'une des revendications 1 à 3, caractérisé en ce que la force de serrage nécessaire pour fixer en position les tronçons de plan de plaque (2) d'un plan de plaque (A, B, C, D, F) est exercée perpendiculairement au plan de plaque, et/ou en ce que la force de pression nécessaire pour assembler les tronçons de plan de plaque d'un plan de plaque s'effectue parallèlement au plan de plaque.
  5. Procédé selon l'une des revendications 1 à 4, caractérisé en ce que les tronçons de plan de plaque (2) sont assemblés entre eux par un choix approprié d'engagement positif, d'engagement à force et de liaison de matière.
  6. Procédé selon l'une des revendications 1 à 5, caractérisé en ce que les lignes de séparation entre les tronçons de plan de plaque (2) à assembler entre eux sont formées à partir d'un choix approprié de traits droits, courbes ou trapézoïdaux.
  7. Procédé selon l'une des revendications 1 à 6, caractérisé en ce que les tronçons de plan de plaque (2) sont coupés à dimensions par un procédé de séparation par enlèvement de copeaux.
EP10704756.5A 2009-02-20 2010-02-12 Procédé de production d'un corps de construction tridimensionnel Active EP2398972B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10704756T PL2398972T3 (pl) 2009-02-20 2010-02-12 Sposób wytwarzania trójwymiarowej bryły budynku

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102009009798A DE102009009798A1 (de) 2009-02-20 2009-02-20 Verfahren zur Herstellung eines dreidimensionalen Baukörpers
PCT/EP2010/000872 WO2010094432A1 (fr) 2009-02-20 2010-02-12 Procédé de production d'un corps de construction tridimensionnel

Publications (2)

Publication Number Publication Date
EP2398972A1 EP2398972A1 (fr) 2011-12-28
EP2398972B1 true EP2398972B1 (fr) 2013-05-01

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Application Number Title Priority Date Filing Date
EP10704756.5A Active EP2398972B1 (fr) 2009-02-20 2010-02-12 Procédé de production d'un corps de construction tridimensionnel

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EP (1) EP2398972B1 (fr)
CA (1) CA2790241C (fr)
DE (1) DE102009009798A1 (fr)
DK (1) DK2398972T3 (fr)
PL (1) PL2398972T3 (fr)
RU (1) RU2516354C2 (fr)
WO (1) WO2010094432A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013016518A1 (de) 2013-10-07 2015-04-09 Delignum S. à. r. l. Dreidimensionaler Baukörper

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2766108C2 (ru) * 2020-06-16 2022-02-08 Николай Акимович Лаптев Перегородка составная

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19745783A1 (de) * 1997-10-16 1999-05-06 Martin Mayr Holzsystemhaus
DE19846599C2 (de) * 1998-10-09 2002-12-12 Alfred Konnerth Verfahren zum Aufbau von Trennwänden
DE102004034427A1 (de) * 2004-07-15 2006-02-09 Fritz Breitschuh Holzhaus
WO2006039761A1 (fr) * 2004-10-14 2006-04-20 Ozwall Pty Ltd Système de cloison
RU2339769C2 (ru) * 2006-11-10 2008-11-27 Ришат Шамилевич Шакиров Способ возведения деревянных сооружений
US20080271402A1 (en) * 2007-05-03 2008-11-06 Jean-Pierre Gingras Customized modular panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013016518A1 (de) 2013-10-07 2015-04-09 Delignum S. à. r. l. Dreidimensionaler Baukörper

Also Published As

Publication number Publication date
CA2790241A1 (fr) 2010-08-26
RU2011133586A (ru) 2013-02-20
RU2516354C2 (ru) 2014-05-20
WO2010094432A1 (fr) 2010-08-26
CA2790241C (fr) 2016-05-10
DK2398972T3 (da) 2013-08-05
PL2398972T3 (pl) 2013-10-31
DE102009009798A1 (de) 2010-08-26
EP2398972A1 (fr) 2011-12-28

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