EP2398972A1 - Verfahren zur herstellung eines dreidimensionalen baukörpers - Google Patents
Verfahren zur herstellung eines dreidimensionalen baukörpersInfo
- Publication number
- EP2398972A1 EP2398972A1 EP10704756A EP10704756A EP2398972A1 EP 2398972 A1 EP2398972 A1 EP 2398972A1 EP 10704756 A EP10704756 A EP 10704756A EP 10704756 A EP10704756 A EP 10704756A EP 2398972 A1 EP2398972 A1 EP 2398972A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate plane
- plate
- sections
- plane sections
- plane
- Prior art date
- Legal status (The legal status 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 status listed.)
- Granted
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 18
- 239000000463 material Substances 0.000 claims abstract description 53
- 238000000034 method Methods 0.000 claims abstract description 21
- 239000004566 building material Substances 0.000 claims abstract description 4
- 238000005304 joining Methods 0.000 claims description 16
- 238000003825 pressing Methods 0.000 claims description 9
- 238000005520 cutting process Methods 0.000 claims description 6
- 238000000926 separation method Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 12
- 239000002023 wood Substances 0.000 description 10
- 238000004026 adhesive bonding Methods 0.000 description 8
- 239000007787 solid Substances 0.000 description 6
- 238000003801 milling Methods 0.000 description 4
- 238000003754 machining Methods 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000009439 industrial construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000003340 mental effect Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
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.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
Abstract
Description
Claims
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 (de) | 2009-02-20 | 2010-02-12 | Verfahren zur herstellung eines dreidimensionalen baukörpers |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2398972A1 true EP2398972A1 (de) | 2011-12-28 |
EP2398972B1 EP2398972B1 (de) | 2013-05-01 |
Family
ID=42237319
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10704756.5A Active EP2398972B1 (de) | 2009-02-20 | 2010-02-12 | Verfahren zur herstellung eines dreidimensionalen baukörpers |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP2398972B1 (de) |
CA (1) | CA2790241C (de) |
DE (1) | DE102009009798A1 (de) |
DK (1) | DK2398972T3 (de) |
PL (1) | PL2398972T3 (de) |
RU (1) | RU2516354C2 (de) |
WO (1) | WO2010094432A1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102013016518A1 (de) | 2013-10-07 | 2015-04-09 | Delignum S. à. r. l. | Dreidimensionaler Baukörper |
RU2766108C2 (ru) * | 2020-06-16 | 2022-02-08 | Николай Акимович Лаптев | Перегородка составная |
Family Cites Families (6)
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 (en) * | 2004-10-14 | 2006-04-20 | Ozwall Pty Ltd | Partition wall system |
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 |
-
2009
- 2009-02-20 DE DE102009009798A patent/DE102009009798A1/de not_active Withdrawn
-
2010
- 2010-02-12 PL PL10704756T patent/PL2398972T3/pl unknown
- 2010-02-12 RU RU2011133586/03A patent/RU2516354C2/ru active
- 2010-02-12 WO PCT/EP2010/000872 patent/WO2010094432A1/de active Application Filing
- 2010-02-12 EP EP10704756.5A patent/EP2398972B1/de active Active
- 2010-02-12 DK DK10704756.5T patent/DK2398972T3/da active
- 2010-02-12 CA CA2790241A patent/CA2790241C/en active Active
Non-Patent Citations (1)
Title |
---|
See references of WO2010094432A1 * |
Also Published As
Publication number | Publication date |
---|---|
CA2790241A1 (en) | 2010-08-26 |
RU2011133586A (ru) | 2013-02-20 |
RU2516354C2 (ru) | 2014-05-20 |
WO2010094432A1 (de) | 2010-08-26 |
CA2790241C (en) | 2016-05-10 |
DK2398972T3 (da) | 2013-08-05 |
EP2398972B1 (de) | 2013-05-01 |
PL2398972T3 (pl) | 2013-10-31 |
DE102009009798A1 (de) | 2010-08-26 |
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