EP1094169B1 - Elément préfabriqué pour des maisons préfabriquées - Google Patents
Elément préfabriqué pour des maisons préfabriquées Download PDFInfo
- Publication number
- EP1094169B1 EP1094169B1 EP00122925A EP00122925A EP1094169B1 EP 1094169 B1 EP1094169 B1 EP 1094169B1 EP 00122925 A EP00122925 A EP 00122925A EP 00122925 A EP00122925 A EP 00122925A EP 1094169 B1 EP1094169 B1 EP 1094169B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- layer
- lightweight concrete
- prefabricated
- concrete
- beam structure
- 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.)
- Expired - Lifetime
Links
Images
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
Definitions
- the invention relates to a prefabricated outer wall for prefabricated houses, according to the preamble of claim 1.
- Prefabricated elements are used in prefabricated house construction, which are designed as wall and / or ceiling elements and are assembled at the construction site. It is known, to cast such elements as precast concrete parts. Also known are wall elements made of lightweight panels, e.g. Wood, wood fiber or wood chip are. However, these lightweight panels are only Suitable as cladding panels and not as load-bearing Parts can be used. In addition, there are wall elements known, which consist of a frame that with Cover plates closed and filled with insulating material is. These elements are also not considered to be load-bearing Elements suitable.
- Wooden prefabricated houses in St Soder are also known Panel construction.
- the main function the wall elements guaranteed by a wooden stud frame.
- the disadvantage here is that the building physics Properties of prefabricated wood are worse than that of solid construction.
- An advantageous moisture regulation, as usual in solid construction, can be used with the previously known prefabricated houses that have a wooden stud frame exhibit, not realize.
- the disadvantage is that in addition, the worse compared to solid construction Sound and fire protection.
- From DE 36 27 647 A1 is a process for manufacturing components with load-bearing wooden construction by inserting wood fiber concrete known.
- the wood fiber concrete is in the empty spaces between the woods of the wooden structure introduced and fills them according to the the intended formwork or the objects brought in, such as. Empty pipes, junction boxes, conduits etc. from.
- the woods of the wooden structure will be partially or completely covered by the wood fiber concrete.
- solidifying the wood fiber concrete forms this one with the wooden construction Part.
- the present invention is therefore the object based on a prefabricated outer wall for prefabricated houses to create with the advantages of a solid construction the advantages of prefabricated wood combined, in particular a better indoor climate through moisture regulation and increases sound insulation and fire protection.
- the wooden stud frame can continue as a load-bearing element of the prefabricated Wall element are used so that this load-bearing function not taken over by the lightweight concrete must become.
- the layer of lightweight concrete can be designed that this increases fire and noise protection and a corresponding moisture regulation can be achieved without the layer of lightweight concrete a strength required for load-bearing elements or Thickness must reach.
- the Layer of lightweight concrete with connecting elements for Attachment to the wooden stud frame is provided and the fasteners in the layer of lightweight concrete are cast in.
- the prefabricated Wall element is designed as an outer wall, the the long side of the wooden stud frame facing the interior of the room is provided with the layer of lightweight concrete.
- the prefabricated wall element as the outer wall and the arrangement of the layer Lightweight concrete on the long side facing the interior of the room the wooden stud frame can be particularly advantageous Wise a pleasant, moisture-controlled Indoor climate can be generated. By this arrangement lets fire and noise protection is also implemented.
- the plate for example a gypsum fibreboard, forms the inside of the prefabricated wall element and faces the interior of the room. Through the Plate is a later plastering of the layer Light concrete not necessary.
- a wallpaper or the like immediately be applied to the plate.
- the insulation materials are designed as mineral fiber insulation materials.
- the insulation material provides particularly good insulation achieved.
- An arrangement of the insulation materials in the Spaces of the wooden stud frame has turned out to be particularly advantageous, simple and inexpensive too realize exposed.
- a use of mineral Fiber insulation as insulation is in practice particularly suitable for this.
- the prefabricated Wall element is designed as an inner wall, the Spaces of the wooden stud frame with the layer of Lightweight concrete are provided.
- the prefabricated wall element as an inner wall, it has proven to be particularly advantageous exposed if the lightweight concrete in the spaces of the wooden stud frame is arranged. Consequently the inner wall can be made particularly thin, because by arranging the layer of lightweight concrete in the thickness of the inner wall does not increase in the spaces becomes. Since the introduction of insulation materials too Isolation purposes in the spaces between the wooden stud frames is not necessary, this room can be in advantageous for the layer of lightweight concrete use.
- the layer of lightweight concrete allows for the thus enclosed space an advantageous moisture regulation and therefore a pleasant indoor climate. They also have a single layer Interior walls provided with lightweight concrete have good sound and Fire protection on.
- the prefabricated wall element is storey high is trained.
- Wall elements can preferably be used for the outer walls can be used, which are spread over several floors and especially over the entire wall height of the prefabricated house extend. Over the entire height of the prefabricated house continuous wall elements make it easier Assembly of the prefabricated house and form another constructively favorable load-bearing support for the ceilings.
- the layer of lightweight concrete a thickness of 80 to 120 mm, preferably 100 mm, having.
- the layer of lightweight concrete of 100 mm a particularly good sound and fire protection and one advantageous moisture regulation of the interior can be achieved. Since the layer of lightweight concrete is none is a strength of this kind sufficient for the task to be solved. In advantageous Thus, the prefabricated wall element can be easy to handle and transport.
- this has the outer wall 1 trained prefabricated wall element for prefabricated houses a wooden skeleton or wooden frame 2.
- the wooden stud frame 2 in a manner known per se designed as a load-bearing element.
- the wooden stud frame 2 is on the long side facing the interior of the room provided with a layer of lightweight concrete 3.
- the Layer of lightweight concrete 3 can for example be made of expanded clay.
- the layer is made Lightweight concrete 3 with connecting elements, not shown 4 for attachment to the wooden stud frame 2 provided.
- the connecting elements 4 can be poured into the layer of lightweight concrete 3.
- the connecting elements 4 can also positively connected to the layer of lightweight concrete 3 his.
- the connecting elements 4 also in another way with the layer be made of lightweight concrete 3.
- Fasteners 5 may be provided.
- the connecting elements 4 and the fasteners 5 the layer of lightweight concrete 3 in particular arrange in a simple manner on the wooden stud frame 2.
- the layer can be made of Lightweight concrete 3 can be provided with lines.
- a vapor barrier 6 is arranged between the layer of lightweight concrete 3 and the wooden stud frame 2. by virtue of the vapor barrier 6 can moisture from the interior of the room do not penetrate the area of the wooden stud frame 2. Moisture can only the layer penetrate from lightweight concrete 3 and is then through the Vapor barrier 6 prevented from further penetration.
- the vapor barrier 6 can be glued on, for example the long side adjacent to the wooden stud frame 2 the layer of lightweight concrete 3 are applied.
- gypsum fibreboard 7 On the side facing away from the wooden stud frame 2 Layer of lightweight concrete 3 is a gypsum fibreboard 7 trained plate arranged.
- the gypsum fibreboard 7 serves as the interior wall of the room. An afterthought Plastering the layer of lightweight concrete 3 is thus unnecessary.
- the gypsum fibreboard 7 can vary Need directly with a wallpaper, paint, wood paneling or the like.
- the gypsum fibreboard 7 can also be used the layer of lightweight concrete 3 are poured. Consequently creates an easy to manufacture and heavy-duty Connection.
- the gypsum fibreboard 7 can, for example, do this on a corresponding processing table be placed.
- About the gypsum fibreboard 7 can Permanent formwork should be arranged with the layer is filled from lightweight concrete 3. This creates a load-bearing connection between the gypsum fibreboard 7 and the layer of lightweight concrete 3.
- the insulation materials 9 designed as mineral fiber insulation.
- the insulation materials 9 can be particularly advantageous Introduce in the spaces 8. Through the Insulation 9 receives the prefabricated wall element insulation that meets requirements.
- a flat pressed plate 10 On the side facing away from the layer of lightweight concrete 3 Long side of the wooden stud frame 2 is a flat pressed plate 10 arranged. On the flat press plate 10 a hard foam plate 11 closes, for example made of styrofoam. The outward side of the prefabricated wall element designed as an outer wall is formed by a synthetic resin plaster 12. Such an embodiment creates an advantageous one Thermal insulation that is also impervious to Contamination, damage and pollution is.
- the wooden stud frame 2, the flat press plate 10, the Rigid foam plate 11 and the synthetic resin plaster 12 can in be connected to each other in a conventional manner.
- the layer of lightweight concrete 3 points in the illustrated Embodiment a thickness of 80 to 120 mm, preferably 100 mm. Because the layer of lightweight concrete 3 does not have to take on a supporting function such strength as particularly advantageous in terms fire protection, sound insulation and Moisture regulation highlighted. Thereby remains the total weight of the prefabricated wall element in an area that deals with conventional Easy to handle means.
- this is the inner wall 13 trained prefabricated wall element in the spaces 8 provided with the layer of lightweight concrete 3. Because in the design of the prefabricated wall element as inner wall 13 insulation by Insulation 9 is not necessary, the inventor in not obvious that the spaces 8 to accommodate the layer of lightweight concrete 3 can be used. Thus the diameter corresponds or the thickness of the inner wall 13 of a conventional one Interior wall. In contrast to the previously known Inner walls with a wooden frame 2 has the invention Inner wall 13 through the layer Lightweight concrete 13, however, both a fire and soundproofing. In addition, the use leads the layer of lightweight concrete 3 for moisture regulation and thus to an advantageous indoor climate.
- both have Long sides of the wooden stud frame 2 panels, which as Gypsum fiber boards 7 are formed on. Analogous to the design of the prefabricated wall element as Outer wall 1 becomes an advantageous interior wall educated.
- the prefabricated wall elements can be storey-high. This is it is possible to simplify the prefabricated wall elements and inexpensive to manufacture.
- the prefabricated wall element in particular for the outer wall 1, can the prefabricated wall element also over several Storeys or over the entire wall height of the prefabricated house extend. Prefabricated wall elements that extend over the entire height of the building, facilitate the assembly of the prefabricated house. Furthermore can be used as a structurally favorable support can be used for the floor ceilings.
Claims (6)
- Paroi extérieure préfabriquée pour maisons préfabriquées comportant une ossature de montants en bois, dans laquelle
- 1.1
- le côté longitudinal de l'ossature de montants en bois (2) qui est dirigé vers l'intérieur de la pièce est pourvu d'une couche de béton léger (3),
- 1.2
- la couche de béton léger (3) est pourvue d'éléments d'assemblage (4) pour la fixation à l'ossature de montants en bois (2),
- 1.3
- un écran de vapeur (6) est disposé entre la couche de béton léger (3) et l'ossature de montants en bois (2) et,
- 1.4
- des matériaux isolants (9) sont disposés dans les intervalles de l'ossature de montants en bois (2),
- 1.5
- les éléments d'assemblage (4) sont noyés dans la couche de béton léger (3),
- 1.6
- les éléments d'assemblage (4) sont assemblés à l'ossature de montants en bois (2) au moyen d'organes de fixation (5),
- 1.7
- la couche de béton léger (3) est pourvue de conduites,
- 1.8
- une plaque de mélange plâtre-fibres (7) est disposée sur le côté de la couche de béton léger (3) qui est éloigné de l'ossature de montants en bois (2).
- Paroi extérieure préfabriquée selon la revendication 1,
caractérisée en ce que
la plaque de mélange plâtre-fibres (7) est coulée avec la couche de béton léger (3). - Paroi extérieure préfabriquée selon la revendication 1 ou 2,
caractérisée en ce que
les matériaux isolants sont constitués par des matériaux isolants à base de fibres minérales (9). - Paroi extérieure préfabriquée selon la revendication 1, 2 ou 3,
caractérisée en ce que
une plaque comprimée plate (10) est disposée sur le côté longitudinal de l'ossature de montants en bois (2) qui est éloigné de la couche de béton léger (3). - Paroi extérieure préfabriquée selon la revendication 4,
caractérisée en ce que
le côté extérieur de la paroi extérieure (1) comporte un enduit de résine synthétique (12) et en ce qu'une plaque de mousse dure (11) est disposée entre l'enduit en résine synthétique (12) et la plaque comprimée plate (10). - Paroi extérieure préfabriquée selon l'une des revendications 1 à 5,
caractérisée en ce que
la couche de béton léger (3) est constituée d'argile expansée.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29918636U DE29918636U1 (de) | 1999-10-22 | 1999-10-22 | Vorgefertigtes Wandelement für Fertighäuser |
DE29918636U | 1999-10-22 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1094169A2 EP1094169A2 (fr) | 2001-04-25 |
EP1094169A3 EP1094169A3 (fr) | 2002-09-04 |
EP1094169B1 true EP1094169B1 (fr) | 2004-08-18 |
Family
ID=8080635
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00122925A Expired - Lifetime EP1094169B1 (fr) | 1999-10-22 | 2000-10-21 | Elément préfabriqué pour des maisons préfabriquées |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1094169B1 (fr) |
AT (1) | ATE274116T1 (fr) |
DE (2) | DE29918636U1 (fr) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1826330A3 (fr) * | 2006-02-28 | 2010-10-27 | Innovative Bau GmbH | Procédé destiné à la fabrication d'éléments muraux semi-finis |
FR3085049B1 (fr) | 2018-08-14 | 2021-05-07 | Escaffre Production | Panneau prefabrique a ossature bois equipe d'une peau en beton arme et son procede de fabrication |
EP3854958B1 (fr) | 2020-01-24 | 2024-04-03 | Escaffre Production | Pièce de clavetage, utilisation de cette pièce et procédé d'ancrage d'un panneau bois de construction |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2704935A (en) * | 1949-04-26 | 1955-03-29 | Johan R Uddenborg | Building sections |
DE1609731C3 (de) * | 1965-05-26 | 1974-11-07 | F. Minten & Sohn Inh. Bauingenieur Leo Schmitz, 4155 Grefrath | Wandbauelement für Gebäude |
CH615724A5 (en) * | 1977-03-21 | 1980-02-15 | Max Beglinger | Self-supporting wall element for producing internal and external walls in building construction |
FI58810C (fi) * | 1979-06-19 | 1981-04-10 | Rakennusdomino Oy | Laettkonstruerat vaeggelement och dess tillverkningsmetod |
CH666713A5 (de) * | 1984-11-12 | 1988-08-15 | All Systembau Ag | Baukoerper, wie mauer, wand, wand-, fassaden-, verbundplatte. |
DE3627647A1 (de) * | 1986-08-14 | 1988-03-03 | Leon Dipl Ing Pytlik | Verfahren zur herstellung von bauteilen mit einer tragenden holzkonstruktion |
DE8903403U1 (fr) * | 1989-03-18 | 1989-05-11 | Logo System-Bau Kg, 6108 Weiterstadt, De | |
DE19546273A1 (de) * | 1995-12-12 | 1996-05-09 | Isabel Klaus | Massivkernwand und Verfahren zu ihrer Herstellung |
DE29603415U1 (de) * | 1996-01-24 | 1996-07-11 | Meyer Georg Dipl Ing Fh | Tafelelement |
DE19801370A1 (de) * | 1997-02-27 | 1998-10-29 | Georg Meyer | Tafelelement |
DE29722203U1 (de) * | 1997-12-05 | 1998-02-26 | Reichert Heiko Dipl Ing | Niedrigenergie-Leichtbauwand im Schichtaufbau |
DE19831295A1 (de) * | 1998-07-13 | 2000-01-20 | Hubert Koertge | Leichtbeton für Fertighauselemente und Verfahren zu seiner Herstellung |
DE19833559A1 (de) * | 1998-07-25 | 2000-02-10 | Stefan Nothegger | Zwei- oder mehrwandige Konstruktion für Wände, Decken oder Dächer |
DE29814631U1 (de) * | 1998-08-18 | 1998-11-26 | Ihle Juergen | Bauteil mit tragender Holzkonstruktion und gefüllten Leerräumen |
-
1999
- 1999-10-22 DE DE29918636U patent/DE29918636U1/de not_active Expired - Lifetime
-
2000
- 2000-10-21 EP EP00122925A patent/EP1094169B1/fr not_active Expired - Lifetime
- 2000-10-21 AT AT00122925T patent/ATE274116T1/de not_active IP Right Cessation
- 2000-10-21 DE DE50007453T patent/DE50007453D1/de not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
ATE274116T1 (de) | 2004-09-15 |
EP1094169A2 (fr) | 2001-04-25 |
DE29918636U1 (de) | 2000-01-13 |
EP1094169A3 (fr) | 2002-09-04 |
DE50007453D1 (de) | 2004-09-23 |
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