WO2010094432A1 - 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
WO2010094432A1
WO2010094432A1 PCT/EP2010/000872 EP2010000872W WO2010094432A1 WO 2010094432 A1 WO2010094432 A1 WO 2010094432A1 EP 2010000872 W EP2010000872 W EP 2010000872W WO 2010094432 A1 WO2010094432 A1 WO 2010094432A1
Authority
WO
WIPO (PCT)
Prior art keywords
plate plane
plate
sections
plane sections
plane
Prior art date
Application number
PCT/EP2010/000872
Other languages
German (de)
English (en)
Inventor
Werner Spieth
Nikolaus Faller
Original Assignee
Delignum S.A.R.L.
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 Delignum S.A.R.L. filed Critical Delignum S.A.R.L.
Priority to PL10704756T priority Critical patent/PL2398972T3/pl
Priority to CA2790241A priority patent/CA2790241C/fr
Priority to RU2011133586/03A priority patent/RU2516354C2/ru
Priority to DK10704756.5T priority patent/DK2398972T3/da
Priority to EP10704756.5A priority patent/EP2398972B1/fr
Publication of WO2010094432A1 publication Critical patent/WO2010094432A1/fr

Links

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
    • E04B2/74—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 from at least one strand of material and subsequently joined together in the shape of the structural body.
  • the conventional manufacturing method is disadvantageous, since the openings are made by sawing from the full-surface element.
  • the solution to this problem is in the method of the type mentioned in particular that the structure is divided into plate levels, which in turn m longitudinal or transverse direction of the plate planes oriented plate-level sections are segmented that the dividing lines of the plate plane sections m the connection region between m longitudinally oriented and adjoining, transversely oriented plate plane sections are laid, that the same flat plate sections are aligned such that the plate plane portions of at least one plane of the plate projected on at least one strand of material and that this at least one Materiaistrang is then cut to the plate plane sections before the thus separated from the at least one Materiaistrang plate plane portions of a plate plane to the plate plane together n become.
  • the method according to the invention provides that the structure is subdivided into a first calculation or thought step m plate planes, wherein, for example, each wall or ceiling surface lying in one plane can form a plate plane.
  • the individual plate planes are subsequently segmented in a subsequent thought or computation step in each case in the longitudinal or transverse direction of the plate plane oriented plate plane sections, in order subsequently to place the dividing lines of the plate plane sections in the connection region.
  • 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.
  • Such from the at least one material strigma individual plate plane portions of a plate plane can then be connected to each other to the plate level to connect the plate levels at the desired location to the three-dimensional structure in a subsequent step.
  • the materials used to cut the slab sections may differ in material, material and / or surface coating, or any other suitable feature.
  • plate levels are prefabricated taking into account their areal openings of several plate-level sections.
  • the prefabricated panel plane sections can be assembled in a special joining method to the plate plane serving, for example, as a wall or ceiling element. 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-level sections of at least one plate plane of the structure are cut from at least two material strands made of different building materials.
  • the cut from the Mate ⁇ alstrang plate-level sections can be particularly simple and durable connect to the example serving as a wall or ceiling element plate level when the plate-level sections at least in Be provided with a joining profile of their parting lines.
  • a preferred embodiment according to the invention provides that the plate-plane sections are connected to one another from a suitable selection of positive engagement, adhesion and material closure. While the form-fitting can be accomplished, for example, by a wedge depression in a gluing profile, and while the adhesion is effected by the force applied during compression or the force acting on the wedging plane of the zincation, the material closure can be produced 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.
  • 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 panel level sections are cut in a cutting process.
  • 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 during the production process to secure the panel-level section.
  • the method shown here is provided for producing a three-dimensional structural body 1.
  • This structure 1 is shown in FIG. 1 by way of example in the form of a shell.
  • the structural body 1 is essentially produced from plate-shaped material sections, which are cut in sections from at least one material strand and subsequently joined to one another in the shape of the structural body 1.
  • 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 m or plane surface lying on one plane has a plate plane A, B, C, D, E or F can form.
  • FIG. 4 it is indicated that the plate-plane sections 2, which consist of the same constructional material or material, are strung together in a further calculation or thought step in such a way that the plate-plane sections can be 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 m plate-level sections 2.
  • the dimensioning of the plate plane sections 2 takes place by preceding cutting of standardized blank elements and / or by measure-related 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 have, 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-like construction or 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 or materials used to cut the plate plane 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 material strand can subsequently be cut to the plate-plane sections 2 the so separated from the at least one Materiaistrang plate plane sections of a plate plane A, B, C, D and F are connected to each other to the plate plane.
  • the plate-plane sections 3 can be provided with a joining profile 3 in a further operation, which facilitates the subsequent joining of the plate-plane sections 2 into an endless strand.
  • the production of the joining profile can be done m upstream of a process by a machining process, for example, a bayabiier with the steps “profile milling", “gluing”, “transport”, “gluing”, “clamps”, “pressing” can be selected.
  • the joining of the plate-level sections 2 into a strand takes place in a subsequent operation.
  • the machining production of the joining profile m precedes a Aufspannvorgang the subsequent joining process, so that the Schwarzeau could also include the steps “clamps (horizontal-vertical)", “milling”, “gluing”, “pressing”.
  • Another possibility is to provide the joining profile m the previous manufacturing process of the relevant plate level section, for example by gluing a Profllpass advisor.
  • FIGS. 5 and 6 indicate that 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 into the component cross-sectional areas necessary for connecting the plate-plane sections 2.
  • FIG. 7 indicates that the pressing pressure required for gluing the plate-plane sections 2 to the plate plane 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 Veilzmkung 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.
  • the joints between the adjacent plate plane sections 2 may be shaped differently, for example straight, arcuate or with or without support projection.
  • FIG. 1 in the area of the window openings, it is shown that the impact designs can also be trapezoidal in shape 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 m provided the plate levels, for example, intended as a window or door openings must 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.
  • joint-tight Wmkelverbmditch or Wandeck- connections are advantageous, for example, in the areas "wall-to-wall”, “ceiling-to-wall” or “ceiling-to-roof.”
  • the panel-plane sections can be connected to one another, for example, by joining with the aid of special angle pieces (for example T-connection).
  • the separation of the elementary strand takes place 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 the plate-plane sections optionally provided with a suitable joining profile corresponding to the intended use, for example, are joined together to form an endless strand, so that the strand can subsequently be separated and cut to the required wall and / or ceiling elements of the plate planes ,
  • 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)

Abstract

L'invention concerne un procédé de production d'un corps de construction (1) tridimensionnel, formé essentiellement de sections de matériau en forme de plaques, lesdites sections de matériau étant coupées à dimensions, par lots, en au moins un tronçon de matériau, puis assemblées entre elles pour prendre la forme du corps de construction. Le procédé selon l'invention se caractérise par son utilisation, avec économie de matériau, des matières premières et des matières de construction utilisées.
PCT/EP2010/000872 2009-02-20 2010-02-12 Procédé de production d'un corps de construction tridimensionnel WO2010094432A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
PL10704756T PL2398972T3 (pl) 2009-02-20 2010-02-12 Sposób wytwarzania trójwymiarowej bryły budynku
CA2790241A CA2790241C (fr) 2009-02-20 2010-02-12 Procede de production d'un corps de construction tridimensionnel
RU2011133586/03A RU2516354C2 (ru) 2009-02-20 2010-02-12 Способ изготовления трехмерного строительного элемента
DK10704756.5T DK2398972T3 (da) 2009-02-20 2010-02-12 Fremgangsmåde til fremstilling af en tredimensionel konstruktion
EP10704756.5A EP2398972B1 (fr) 2009-02-20 2010-02-12 Procédé de production d'un corps de construction tridimensionnel

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
DE102009009798.8 2009-02-20

Publications (1)

Publication Number Publication Date
WO2010094432A1 true WO2010094432A1 (fr) 2010-08-26

Family

ID=42237319

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2010/000872 WO2010094432A1 (fr) 2009-02-20 2010-02-12 Procédé de production d'un corps de construction tridimensionnel

Country Status (7)

Country Link
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
US9416537B2 (en) 2013-10-07 2016-08-16 Delignum S.à.r.l. Three-dimensional structure

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

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19846599A1 (de) 1998-10-09 2000-04-13 Alfred Konnerth Verfahren zum Aufbau von Trennwänden
WO2006039761A1 (fr) 2004-10-14 2006-04-20 Ozwall Pty Ltd Système de cloison
EP1992758A2 (fr) 2007-05-03 2008-11-19 Systèmes Norbec Inc. Panneau modulaire sur mesure

Family Cites Families (3)

* 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
DE102004034427A1 (de) * 2004-07-15 2006-02-09 Fritz Breitschuh Holzhaus
RU2339769C2 (ru) * 2006-11-10 2008-11-27 Ришат Шамилевич Шакиров Способ возведения деревянных сооружений

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19846599A1 (de) 1998-10-09 2000-04-13 Alfred Konnerth Verfahren zum Aufbau von Trennwänden
WO2006039761A1 (fr) 2004-10-14 2006-04-20 Ozwall Pty Ltd Système de cloison
EP1992758A2 (fr) 2007-05-03 2008-11-19 Systèmes Norbec Inc. Panneau modulaire sur mesure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9416537B2 (en) 2013-10-07 2016-08-16 Delignum S.à.r.l. Three-dimensional structure

Also Published As

Publication number Publication date
CA2790241A1 (fr) 2010-08-26
RU2011133586A (ru) 2013-02-20
RU2516354C2 (ru) 2014-05-20
CA2790241C (fr) 2016-05-10
DK2398972T3 (da) 2013-08-05
EP2398972B1 (fr) 2013-05-01
PL2398972T3 (pl) 2013-10-31
DE102009009798A1 (de) 2010-08-26
EP2398972A1 (fr) 2011-12-28

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