EP0838557B1 - Construction system for the erection of buildings - Google Patents
Construction system for the erection of buildings Download PDFInfo
- Publication number
- EP0838557B1 EP0838557B1 EP97117772A EP97117772A EP0838557B1 EP 0838557 B1 EP0838557 B1 EP 0838557B1 EP 97117772 A EP97117772 A EP 97117772A EP 97117772 A EP97117772 A EP 97117772A EP 0838557 B1 EP0838557 B1 EP 0838557B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- construction system
- timber
- rafters
- moulded bricks
- bricks
- 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
- 238000010276 construction Methods 0.000 title claims description 27
- 239000002184 metal Substances 0.000 claims abstract description 3
- 238000009413 insulation Methods 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 9
- 239000002023 wood Substances 0.000 claims description 7
- 239000011449 brick Substances 0.000 claims description 6
- 244000025254 Cannabis sativa Species 0.000 claims description 4
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 4
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 4
- 235000009120 camo Nutrition 0.000 claims description 4
- 235000005607 chanvre indien Nutrition 0.000 claims description 4
- 239000011487 hemp Substances 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 3
- 239000011707 mineral Substances 0.000 claims description 3
- 235000010755 mineral Nutrition 0.000 claims description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 2
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 2
- 239000011230 binding agent Substances 0.000 claims description 2
- 239000004571 lime Substances 0.000 claims description 2
- 239000001095 magnesium carbonate Substances 0.000 claims description 2
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 claims description 2
- 229910000021 magnesium carbonate Inorganic materials 0.000 claims description 2
- 235000014380 magnesium carbonate Nutrition 0.000 claims description 2
- 239000011459 moulded brick Substances 0.000 claims 12
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000007767 bonding agent Substances 0.000 claims 1
- 239000000126 substance Substances 0.000 claims 1
- 239000004575 stone Substances 0.000 description 52
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 239000012620 biological material Substances 0.000 description 2
- 239000013585 weight reducing agent Substances 0.000 description 2
- 239000006004 Quartz sand Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003364 biologic glue Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 235000010675 chips/crisps Nutrition 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 210000003127 knee Anatomy 0.000 description 1
- 210000002414 leg Anatomy 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
-
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
Definitions
- the invention relates to a building system for building buildings, the building system being a wooden support structure comprises, the spaces between the support structure with Molded stones are fanned out.
- a similar construction is known from half-timbered buildings. There, however, the Infill achieved by wooden cladding, between which insulating materials such as mineral wool or the like be filled in. Also bricking up the compartments with stones is already known. Brick or are suitable for this Lightweight concrete blocks.
- the wooden stands of Support structure on the outside walls at most to the outside covered by plaster. In the joints between the stands and Mortar is placed in the adjacent stones.
- the present invention is based on the object Building system with a wooden support structure to create the avoids disadvantages mentioned above.
- the task is carried out with a building system with the characteristics of Claim 1 solved.
- the arranged on both sides of a wooden stand Shaped stones overlap the wooden stand on the Outside. This creates a joint between wooden stands and Avoid stones that create a direct connection between the interior of the building and outside of the building. Thermal Tensions within the wood can therefore neither the thermal insulation properties still affect the tightness of the building.
- the parts of the wooden support structure advantageously be made of glulam, the is very dimensionally stable. This is also the realization of large compartments possible.
- the overlap of the wooden stand can be cut out by simply cutting the Reach shaped stones on the side surfaces.
- connection technology come for the individual parts of the wooden support structure, for example Dovetail taps or other plug connections in question.
- the shaped stones can also be completely removed produce from building biological materials.
- To mortar to avoid stones when bricking you can also glued together with a biologically compatible adhesive his.
- a particularly stable infill can be achieved that adjacent blocks are interlocked can.
- tongue and groove connections can be used for the toothing be used.
- the groove dimensions can then be used expediently the cross-sectional dimensions of the stand of the support structure be adjusted. This means that a stand fits exactly into the slot opening of the shaped blocks, whereby a Covering the stand on the outside results.
- the shaped stone for the infill of skeleton structures can be made of one material be made, the wood chips and minerals or hemp, especially hemp shives, and contains lime with aggregates.
- the material can also be cement or cement Contain magnesite. It has been shown that full stones are made such a material excellent thermal insulation properties to have.
- a stone with a thickness of 30 cm has a thermal conductivity from k ⁇ 0.4.
- One made of these stones Wall therefore fulfills all legal requirements to the thermal insulation, so that the application of an additional Thermal insulation on the outside of the wall can be omitted.
- the shaped stone consists exclusively of or at least for the most part from building biological materials, whereby an excellent indoor climate can be achieved.
- the Stone is climate-active and does not form a diffusion barrier. H. it leaves healthy moisture in summer and winter Air exchange with the environment and always assigns one warm and dry surface.
- the shaped stone can be designed as a solid stone his. It can also have toothed areas on its narrow sides be provided which in toothing areas of Neighboring stones fit. These gearing areas can be designed so that when the shaped stones are arranged adjacent to a stand automatically a cover of the Stands on the outside.
- the stone can, for example a groove on one of its narrow sides and on the opposite Narrow side into the groove of a neighboring stone have a suitable spring projection.
- air chambers can be provided in the shaped block. It is advantageous if the air chambers are parallel or transverse to Extend the longitudinal direction of the stones and over the length of the Stones are distributed. The air chambers also form an aid for cutting the stone to length.
- a possible roof construction for a building system according to the invention can have purlins and wooden rafters with first shorter rafters between the ridge purlin and the eaves or the knee of the roof are arranged, and second, longer counter rafters on the ridge purlin lie on and extend to the roof edge while doing so parallel but offset in height from the first rafters are arranged so that in the height space between the first and second rafters as insulation mats throughout Roof insulation can be arranged.
- Roof constructions can be insulation like one here Carpet can be laid across the entire roof area. So there are no joints between the rafters and the insulation mats, which represent cold bridges and only rarely are to be made windproof.
- Roof construction can blunt entire sheets of insulation material abutting against each other can be laid across the roof.
- a multi-layer construction of the insulation is also possible.
- FIG. 1 shows an unfinished house 10, a supporting structure made of wooden stands 11 and crossbeams 12 has. All structural elements of the house 10 are made of wood.
- the stones 14 cover the Stand 11 of the wooden support structure on both the outside and also on the inside in the area of the outer walls, so that no continuous joint from the inside of the building to the surroundings between the wooden stands 11 and the adjacent shaped stones 14 arises.
- the shaped blocks 14 'shown in FIGS. 3 and 4. and 14 '' can be used.
- the shaped block 14 'according to FIG. 3 shows thereby a stone, which is used for the production of external walls Building serves and has a corresponding thickness. He is Made from a material that is primarily wood chips and contains minerals, for example quartz sand.
- the side Limitations of the lateral limits of the grooves 15 and 16 correspond.
- the air chambers 19 and 20 facilitate thereby cutting the stones 14 ', 14' 'to length.
- the Groove bottom 15.1 and 16.1 by sawing the stone 14 ', 14' 'to to one of the air chambers and the stone 14 'according to FIG. 3 a cross section parallel to the original groove bottom 15.1 carried out. Then the grooved legs 15.2 or 16.2 shortened accordingly.
- the distance of the air chambers 19, 20 is matched to the depth of the grooves 15 and 16, respectively.
- the stone 40 has Fig. 6 shows a toothing by a resigning Paragraph 41, 42 is formed on the narrow sides of the stone 40.
- the arrangement and the depth of the paragraphs 41, 42 are so chosen that a wooden stand 43 on the outside depending on Half is covered by a stone 40.
- a stone 40 can also cut-outs in the central area for the stand 43 of the stone 40 are sawn out, as shown in FIG. 6 b).
- planks 44 from the same material as the stones 40 may be provided.
- the stone shape 40 thus enables the building to be erected even faster than the stone shape 14 '.
- the stone 40 is suitable not only for half-timbered structures, but also for walling pure stone houses and can also be used to brick interior walls are used, as shown in FIG. 7.
- the stone 40 'for interior walls has a narrow and elongated shape and fits with its stepped narrow sides exactly to the stand 50 with a T-shaped cross section.
- the wall can then be made, for example, with drywall panels 51 be planked, preferably of the same material how the stones 40 'can be made.
- the plates 51 can then cleaned or papered. It goes without saying however also planking with wood or other materials possible.
- the walls can also be at least partially prefabricated become.
- the roof structure 30 of the building shown in Fig. 5 is made from purlins 31, 32 and wooden rafters 33, 34.
- Two types of rafters 33, 34 are provided.
- the first rafters 34 are shorter and extend between the ridge purlin 31 and a eaves 35 of the roof.
- the second type of rafters 33 is longer and lies on the Ridge purlin 31 and on the eaves 35.
- These rafters 33 run parallel to the first rafters 34, but are offset in height from these, so that in the height gap a continuous between the rafters 34 and 33 Thermal insulation laid across the entire roof can be.
- Compared to the conventional insulation system, where insulation mats are inserted between the rafters there is no insulation on the roof Joint problem between insulation and wood. This will make the roof absolutely tight and has no thermal bridges.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Threshing Machine Elements (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Die Erfindung betrifft ein Bausystem zur Erstellung von Gebäuden, wobei das Bausystem eine Tragekonstruktion aus Holz umfasst, wobei die Zwischenräume der Tragekonstruktion mit Formsteinen ausgefacht sind. Eine ähnliche Konstruktionsweise ist von Fachwerkbauten her bekannt. Dort wird allerdings die Ausfachung durch Holzverschalungen erreicht, zwischen denen wärmedämmende Materialien wie Mineralwolle oder dergleichen eingefüllt werden. Auch das Ausmauern der Gefache mit Steinen ist bereits bekannt. Hierzu eignen sich beispielsweise Ziegeloder Leichtbetonsteine. Bei allen bislang bekannten Konstruktionen mit Ausmauern der Gefache werden die Holzständer der Tragekonstruktion an den Außenwänden nach außen hin allenfalls durch Putz abgedeckt. In den Fugen zwischen den Ständern und den angrenzenden Steinen wird Mörtel eingebracht. Erfährt der Holzständer jedoch aufgrund von Temperatureinflüssen eine Volumenänderung oder andere Formveränderungen, so besteht die Gefahr, dass der Mörtel in den Fugen zwischen den Ständern und den Steinen reißt. Da die Fugen eine direkte Verbindung zwischen Gebäudeinnerem und Umgebung bilden, kann ein Reißen des Mörtels die Wärmedämmeigenschaften der Außenwand an diesen Stellen und in ungünstigen Fällen sogar die Dichtigkeit der Außenwände beeinträchtigen. Daher muss oft ein mehrschaliger Wandaufbau vorgesehen werden, wobei meist eine Dampfsperre in Form einer Folie erforderlich ist. The invention relates to a building system for building buildings, the building system being a wooden support structure comprises, the spaces between the support structure with Molded stones are fanned out. A similar construction is known from half-timbered buildings. There, however, the Infill achieved by wooden cladding, between which insulating materials such as mineral wool or the like be filled in. Also bricking up the compartments with stones is already known. Brick or are suitable for this Lightweight concrete blocks. With all known constructions With the walls of the compartments, the wooden stands of Support structure on the outside walls at most to the outside covered by plaster. In the joints between the stands and Mortar is placed in the adjacent stones. Does the experience Wooden stands, however, a change in volume due to temperature influences or other changes in shape, so there is Risk of mortar in the joints between the uprights and tearing the stones. Because the joints are a direct link between Building interior and surroundings can tear the Mortar the thermal insulation properties of the outer wall on this Make and in unfavorable cases even the tightness of the Affect outer walls. Therefore, often a multi-layered Wall structure are provided, usually with a vapor barrier in Form of a film is required.
Die DE 42 16 672 A1 beschreibt ein Ausbauhaus, das aus vorgefertigten Wandelementen zusammengesetzt ist, wobei die Wandelemente dadurch hergestellt werden, dass zwischen einer Innenschalung und einer Außenschalung Holzständer mit Abstand zur Schalung eingebracht und anschließend die Hohlräume mit einem nassen, organische Bestandteile enthaltenden Baustoff ausgefüllt werden. Damit entstehen glatte Wandoberflächen. Zwischen den Wandelemnten können sich jedoch nach wie vor Kältebrücken bilden.DE 42 16 672 A1 describes an expansion house that consists of prefabricated Wall elements is composed, the wall elements can be produced between an inner formwork and an outer formwork wooden stand at a distance brought to the formwork and then the cavities a wet building material containing organic components fill out. This creates smooth wall surfaces. Cold bridges can still exist between the changes form.
Der vorliegenden Erfindung liegt die Aufgabe zugrunde, ein Bausystem mit einer Holztragekonstruktion zu schaffen, das die oben genannten Nachteile vermeidet.The present invention is based on the object Building system with a wooden support structure to create the avoids disadvantages mentioned above.
Die Aufgabe wird mit einem Bausystem mit den Merkmalen des Anspruchs 1 gelöst. Die beidseits eines Holzständers angeordneten Formsteine übergreifen also den Holzständer auf der Außenseite. Hierdurch wird eine Fuge zwischen Holzständern und Steinen vermieden, die eine direkte Verbindung zwischen Gebäudeinnerem und Außenseite des Gebäudes darstellt. Thermische Spannungen innerhalb des Holzes können somit weder die Wärmedämmeigenschaften noch die Dichtigkeit des Gebäudes beeinträchtigen. Dabei können die Teile der Holztragekonstruktion vorteilhafterweise aus Brettschichtholz gefertigt sein, das sehr formstabil ist. Hierdurch ist auch die Realisierung von großen Gefachweiten möglich. Die Überlappung der Holzständer lässt sich durch einfaches entsprechendes Ausschneiden der Formsteine an den Seitenflächen erreichen. Mit dem Bausystem gemäß der Erfindung können vorzugsweise vollständig ökologische und baubiologische Häuser erstellt werden. Hierzu können zweckmäßigerweise sämtliche Teile der Holztragekonstruktion metallfrei miteinander verbunden sein. Als Verbindungstechnik für die einzelnen Teile der Holztragekonstruktion kommen beispielsweise Schwalbenschwanzzapfungen oder auch andere Steckverbindungen in Frage. Auch die Formsteine lassen sich vollständig aus baubiologischen Materialien herstellen. Um Mörtel bei der Vermauerung der Steine zu vermeiden, können diese auch mit einem biologisch verträglichen Kleber miteinander verklebt sein. Eine besonders stabile Ausfachung lässt sich dadurch erzielen, dass benachbarte Formsteine miteinander verzahnt sein können. Zur Verzahnung können beispielsweise Nut-/Federverbindungen eingesetzt werden. Hierbei können dann die Nutmaße zweckmäßigerweise den Querschnittsmaßen der Ständer der Tragekonstruktion angepasst sein. Dadurch passt ein Ständer exakt in die Nutöffnung der Formsteine, wobei sich automatisch eine Abdeckung der Ständer auf der Außenseite ergibt.The task is carried out with a building system with the characteristics of Claim 1 solved. The arranged on both sides of a wooden stand Shaped stones overlap the wooden stand on the Outside. This creates a joint between wooden stands and Avoid stones that create a direct connection between the interior of the building and outside of the building. thermal Tensions within the wood can therefore neither the thermal insulation properties still affect the tightness of the building. The parts of the wooden support structure advantageously be made of glulam, the is very dimensionally stable. This is also the realization of large compartments possible. The overlap of the wooden stand can be cut out by simply cutting the Reach shaped stones on the side surfaces. With the construction system according to the invention can preferably be completely ecological and biological buildings are built. You can do this expediently all parts of the wooden support structure be connected to each other without metal. As connection technology come for the individual parts of the wooden support structure, for example Dovetail taps or other plug connections in question. The shaped stones can also be completely removed produce from building biological materials. To mortar to avoid stones when bricking, you can also glued together with a biologically compatible adhesive his. A particularly stable infill can be achieved that adjacent blocks are interlocked can. For example, tongue and groove connections can be used for the toothing be used. The groove dimensions can then be used expediently the cross-sectional dimensions of the stand of the support structure be adjusted. This means that a stand fits exactly into the slot opening of the shaped blocks, whereby a Covering the stand on the outside results.
Der Formstein zur Ausfachung von Skelettbaukonstruktionen eines erfindungsgemäßen Bausystems kann aus einem Material gefertigt sein, das Holzschnitzel und Mineralstoffe oder Hanf, insbesondere Hanfschäben, und Kalk mit Zuschlagstoffen enthält. Als Bindemittel kann das Material außerdem Zement oder Magnesit enthalten. Es hat sich gezeigt, dass Vollsteine aus einem solchen Material hervorragende Wärmedämmeigenschaften haben. Ein Stein mit einer Dicke von 30 cm weist einen Wärmeleitwert von k < 0,4 auf. Eine aus diesen Formsteinen gemauerte Wand erfüllt somit sämtliche gesetzlichen Anforderungen an die Wärmedämmung, sodass das Aufbringen einer zusätzlichen Wärmedämmung auf der Außenseite der Wand entfallen kann. Darüber hinaus besteht der Formstein ausschließlich oder wenigstens zum überwiegenden Teil aus baubiologischen Stoffen, wodurch sich ein hervorragendes Raumklima erzielen lässt. Der Stein ist klimaaktiv und bildet keine Diffusionssperre, d. h. er lässt im Sommer und im Winter einen gesunden Feuchtigkeitsund Luftaustausch mit der Umgebung zu und weist stets eine warme und trockene Oberfläche auf. Bei einer vorteilhaften Ausgestaltung kann der Formstein als Vollstein ausgebildet sein. Außerdem kann er an seinen Schmalseiten mit Verzahnungsbereichen versehen sein, die in Verzahnungsbereiche von Nachbarsteinen passen. Diese Verzahnungsbereiche können dabei so gestaltet sein, dass sich bei Anordnung der Formsteine benachbart zu einem Ständer automatisch eine Abdeckung des Ständers auf der Außenseite ergibt. Der Stein kann beispielsweise an einer seiner Schmalseiten eine Nut und an der gegenüberliegenden Schmalseite einen in die Nut eines Nachbarsteins passenden Federvorsprung aufweisen. Zur Gewichtsreduzierung können im Formstein Luftkammern vorgesehen sein. Dabei ist es vorteilhaft, wenn sich die Luftkammern parallel oder quer zur Längsrichtung der Formsteine erstrecken und über die Länge des Steins verteilt angeordnet sind. Die Luftkammern bilden auch eine Hilfe für das Ablängen des Steins.The shaped stone for the infill of skeleton structures A construction system according to the invention can be made of one material be made, the wood chips and minerals or hemp, especially hemp shives, and contains lime with aggregates. The material can also be cement or cement Contain magnesite. It has been shown that full stones are made such a material excellent thermal insulation properties to have. A stone with a thickness of 30 cm has a thermal conductivity from k <0.4. One made of these stones Wall therefore fulfills all legal requirements to the thermal insulation, so that the application of an additional Thermal insulation on the outside of the wall can be omitted. In addition, the shaped stone consists exclusively of or at least for the most part from building biological materials, whereby an excellent indoor climate can be achieved. The Stone is climate-active and does not form a diffusion barrier. H. it leaves healthy moisture in summer and winter Air exchange with the environment and always assigns one warm and dry surface. With an advantageous The shaped stone can be designed as a solid stone his. It can also have toothed areas on its narrow sides be provided which in toothing areas of Neighboring stones fit. These gearing areas can be designed so that when the shaped stones are arranged adjacent to a stand automatically a cover of the Stands on the outside. The stone can, for example a groove on one of its narrow sides and on the opposite Narrow side into the groove of a neighboring stone have a suitable spring projection. For weight reduction air chambers can be provided in the shaped block. It is advantageous if the air chambers are parallel or transverse to Extend the longitudinal direction of the stones and over the length of the Stones are distributed. The air chambers also form an aid for cutting the stone to length.
Eine mögliche Dachkonstruktion für ein erfindungsgemäßes Bausystem kann Pfetten und Dachsparren aus Holz aufweisen mit ersten kürzeren Dachsparren, die zwischen der Firstpfette und der Traufe oder dem Kniestock des Daches angeordnet sind, und zweiten, längeren Konter-Dachsparren, die auf der Firstpfette aufliegen und sich bis zum Dachrand erstrecken und dabei parallel aber in der Höhe versetzt zu den ersten Dachsparren angeordnet sind, sodass in dem Höhenzwischenraum zwischen den ersten und zweiten Dachsparren durchgehend Dämm-Matten als Aufdachisolierung anordenbar sind. Im Gegensatz zu allen bekannten Dachkonstruktionen kann hier also die Dämmung wie ein Teppich durchgehend über die gesamte Dachfläche verlegt werden. Es entstehen also keine Fugen zwischen den Dachsparren und den Dämm-Matten, die Kältebrücken darstellen und nur selten winddicht herzustellen sind. Bei der erfindungsgemäßen Dachkonstruktion können ganze Bahnen von Dämmmaterial stumpf aneinander stoßend großflächig auf dem Dach verlegt werden. Auch ein mehrschichtiger Aufbau der Dämmung ist möglich.A possible roof construction for a building system according to the invention can have purlins and wooden rafters with first shorter rafters between the ridge purlin and the eaves or the knee of the roof are arranged, and second, longer counter rafters on the ridge purlin lie on and extend to the roof edge while doing so parallel but offset in height from the first rafters are arranged so that in the height space between the first and second rafters as insulation mats throughout Roof insulation can be arranged. In contrast to all known ones Roof constructions can be insulation like one here Carpet can be laid across the entire roof area. So there are no joints between the rafters and the insulation mats, which represent cold bridges and only rarely are to be made windproof. In the case of the invention Roof construction can blunt entire sheets of insulation material abutting against each other can be laid across the roof. A multi-layer construction of the insulation is also possible.
Nachfolgend wird das erfindungsgemäße Bausystem in Form bevorzugter Ausführungsbeispiele anhand der Zeichnung näher erläutert. The construction system according to the invention is in the form below preferred embodiments with reference to the drawing explained.
Im einzelnen zeigen:
- Fig. 1
- eine perspektivische Ansicht eines im Rohbau befindlichen Hauses nach einem erfindungsgemäßen Bausystem;
- Fig. 2
- eine Detailansicht einer Ausfachung der Tragekonstruktion des Hauses nach Fig. 1;
- Fig. 3
- eine Draufsicht auf einen ersten Formstein zur Herstellung von Gebäudeaußenwänden;
- Fig. 4
- eine Draufsicht auf einen Formstein zur Herstellung von Gebäudeinnenwänden;
- Fig. 5
- eine perspektivische Ansicht eines Hauses mit einer erfindungsgemäßen Dachkonstruktion;
- Fig. 6
- eine Draufsicht auf zweite Formsteine zur Herstellung von Gebäudeaußenwänden;
- Fig. 7
- eine Draufsicht auf Formsteine gemäß Fig. 6 zur Herstellung von Gebäudeinnenwänden.
- Fig. 1
- a perspective view of an unfinished house according to a construction system according to the invention;
- Fig. 2
- a detailed view of a infill of the support structure of the house of FIG. 1;
- Fig. 3
- a plan view of a first molded block for the production of building exterior walls;
- Fig. 4
- a plan view of a molded block for the production of building interior walls;
- Fig. 5
- a perspective view of a house with a roof structure according to the invention;
- Fig. 6
- a plan view of second shaped bricks for the production of building outer walls;
- Fig. 7
- a plan view of shaped blocks according to FIG. 6 for the production of building interior walls.
Fig. 1 zeigt ein im Rohbauzustand befindliches Wohnhaus 10,
das eine Tragekonstruktion aus Holzständern 11 und Querbalken
12 aufweist. Sämtliche tragenden Elemente des Hauses 10
bestehen somit aus Holz. Die Gefache 13 zwischen der Holztragekonstruktion
11, 12 werden mit Hilfe von Formsteinen 14
ausgemauert. Wie insbesondere in der Detailzeichnung nach
Fig. 2 zu erkennen ist, decken dabei die Formsteine 14 die
Ständer 11 der Holztragekonstruktion sowohl auf der Außen- als
auch auf der Innenseite im Bereich der Außenwände ab, so daß
keine durchgehende Fuge vom Gebäudeinneren zur Umgebung zwischen
den Holzständern 11 und den angrenzenden Formsteinen 14
entsteht. Dies wird dadurch erzielt, daß die den Holzständern
11 benachbarten Formsteine 14 an ihrer Schmalseite eine
nutförmige Aussparung aufweisen, die dem Querschnitt der Holzständer
11 angepaßt ist. Zweckmäßigerweise können zur Ausfachung
der Holztragekonstruktion 11, 12 des Hauses 10 nach
Fig. 1 die in den Figuren 3 und 4 gezeigten Formsteine 14'
und 14'' verwendet werden. Die Steine 14' und 14'' sind jedoch
unabhängig von dem in den Figuren 1 und 2 gezeigten Bausystem
und können beispielsweise auch zur herkömmlichen Ausfachung
normaler Fachwerkkonstruktionen oder Stahlskelettkonstruktionen
eingesetzt werden. Der Formstein 14' nach Fig. 3 zeigt
dabei einen Stein, der zur Herstellung von Außenwänden eines
Gebäudes dient und eine entsprechende Dicke aufweist. Er ist
aus einem Material gefertigt, das in erster Linie Holzschnitzel
und Mineralstoffe, beispielsweise Quarzsand enthält. Bei
Auswahl entsprechender Zusatzstoffe als Bindemittel und entsprechender
biologischer Kleber zum Verbinden der einzelnen
Steine, eignen sich die Formsteine 14' und 14'' insbesondere
für das ökologische Bauen. Die Steine 14' und 14'' weisen an
einer ihrer Schmalseiten jeweils eine Nut 15 bzw. 16 und an
der gegenüberliegenden Schmalseite eine Paßfeder 17 bzw. 18
auf. Hierdurch lassen sich benachbarte Formsteine 14', 14''
miteinander verzahnen, wodurch sich die Stabilität erhöht und
die Verlegung der Steine erleichtert wird. Zur Gewichtsreduzierung
sind in die Steine 14' und 14'' Luftkammern 19 bzw. 20
eingebracht, die sich quer zur Längsrichtung der Steine
14', 14'' erstrecken und über die gesamte Länge des
Steins 14', 14'' in einen Bereich verteilt sind, dessen seitliche
Begrenzungen den seitlichen Begrenzungen der Nuten 15
und 16 entsprechen. Die Luftkammern 19 und 20 erleichtern
hierdurch das Ablängen der Steine 14', 14''. Hierzu wird der
Nutboden 15.1 und 16.1 durch Einsägen des Steins 14', 14'' bis
zu einer der Luftkammern und beim Stein 14' nach Fig. 3 durch
einen Querschnitt parallel zum ursprünglichen Nutboden 15.1
durchgeführt. Anschließend werden die Nutschenkel 15.2
bzw. 16.2 entsprechend gekürzt. Der Abstand der Luftkammern
19, 20 ist dabei auf die Tiefe der Nuten 15 bzw. 16 abgestimmt.1 shows an
Im Gegensatz zu den Steinen 14', 14'' weist der Stein 40 aus
Fig. 6 eine Verzahnung auf, die durch einen zurücktretenden
Absatz 41, 42 an den Schmalseiten des Steins 40 gebildet wird.
Die Anordnung und die Tiefe der Absätze 41, 42 sind dabei so
gewählt, daß ein Holzständer 43 auf der Außenseite je zur
Hälfte von einem Stein 40 überdeckt wird. Selbstverständlich
können für die Ständer 43 auch Aussparungen im mittleren Bereich
des Steins 40 ausgesägt werden, wie Fig. 6 b) zeigt. Auf
der Innenseite können die Ständer 43 mit Planken 44 aus dem
gleichen Material wie die Steine 40 versehen sein. Die Steinform
40 ermöglicht somit einen noch rascheren Aufbau des Gebäudes
als die Steinform 14'. Der Stein 40 eignet sich aber
nicht nur für Fachwerkkonstruktionen, sondern auch zum Mauern
reiner Steinhäuser und kann auch zum Mauern von Innenwänden
eingesetzt werden, wie Fig. 7 zeigt. Der Stein 40' für Innenwände
weist eine schmale und langgestreckte Form auf und paßt
mit seinen abgestuften Schmalseiten exakt zu den Ständern 50
mit T-förmigem Querschnitt. Ein Stein 40' paßt dabei genau
zwischen zwei Ständer 50, so daß über große Bereiche der Wand
keine Schneidearbeiten an den Steinen 40' erforderlich sind.
Die Wand kann dann beispielsweise mit Trockenbauplatten 51
beplankt werden, die vorzugsweise aus dem gleichen Material
wie die Steine 40' gefertigt sein können. Die Platten 51 können
dann geputzt oder tapeziert werden. Selbstverständlich ist
jedoch auch eine Beplankung mit Holz oder anderen Materialien
möglich. Die Wände können auch mindestens teilweise vorgefertigt
werden.In contrast to the stones 14 ', 14' ', the
Die Dachkonstruktion 30 des in Fig. 5 gezeigten Gebäudes besteht
aus Pfetten 31, 32 und Dachsparren 33, 34 aus Holz.
Dabei sind zwei Arten von Dachsparren 33, 34 vorgesehen. Die
ersten Dachsparren 34 sind kürzer und erstrecken sich zwischen
der Firstpfette 31 und einer Dachtraufe 35 des Daches. Der
zweite Typ von Dachsparren 33 ist länger und liegt auf der
Firstpfette 31 und auf dem Trauf 35 auf. Diese Dachsparren 33
verlaufen parallel zu den ersten Dachsparren 34, sind jedoch
in der Höhe gegenüber diesen versetzt, so daß in dem Höhenzwischenraum
zwischen den Dachsparren 34 und 33 eine durchgehende
Wärmedämmung flächendeckend über das ganze Dach verlegt
werden kann. Hierdurch entsteht eine Aufdachisolierung,
die durch die als Konter-Sparren wirkenden Dachsparren 33 nach
oben gehalten wird. Gegenüber dem herkömmlichen Dämmsystem,
bei dem Dämm-Matten zwischen den Dachsparren eingefügt werden,
entsteht bei einer flächendeckenden Dämmung des Daches kein
Fugenproblem zwischen Dämmung und Holz. Das Dach wird dadurch
absolut dicht und weist keinerlei Kältebrücken auf.The
Claims (15)
- Construction system for the erection of buildings, the construction system comprising a supporting structure (11, 12) made of timber and the gaps in the supporting structure (11, 12) being packed with moulded bricks (14, 14', 14", 40), characterised in that on the external walls of the building (10) the timber posts (11, 43) of the supporting structure (11, 12) are partially enclosed, at least towards the exterior, by parts of the moulded bricks (14, 40) adjoining them, so that there are no continuous joints between the timber posts (11, 43) and the moulded bricks (14, 14', 14", 40), thereby preventing the formation of cold bridges.
- Construction system according to claim 1, characterised in that parts of the timber supporting structure (11, 12) are manufactured from glued laminated timber.
- Construction system according to claim 1 or 2, characterised in that all the parts of the timber supporting structure (11, 12) are joined to one another without using metal.
- Construction system according to claim 3, characterised in that the parts (11, 12) of the timber supporting structure are joined to one another by means of dovetailed mortise and tenon joints.
- Construction system according to any of claims 1 to 4, characterised in that the moulded bricks (14, 14', 14", 40) are preferably bonded to one another using a biologically compatible bonding agent.
- Construction system according to any of claims 1 to 5, characterised in that adjoining moulded bricks (14', 14", 40) are interlocked with one another.
- Construction system according to claim 6, characterised in that adjoining moulded bricks (14', 14") are interlocked with one another using tongued-and-grooved joints (15, 17; 16, 18).
- Construction system according to claim 7, characterised in that the dimensions of the grooves are adapted to the cross-sectional dimensions of the posts (11) of the supporting structure (11, 12).
- Construction system according to any of claims 1 to 8, characterised in that the moulded bricks (14, 14', 14", 40) are made from a material that contains wood chips and mineral substances or hemp, more particularly hemp shavings, and lime with aggregates.
- Construction system according to claim 9, characterised in that the material contains cement or magnesite as a binder.
- Construction system according to claim 9 or 10, characterised in that the moulded bricks (14, 14', 14", 40) are in the form of full bricks.
- Construction system according to any of claims 9 to 11, characterised in that along their edges the moulded bricks (40) are provided with interlocking zones (41, 42) which fit into interlocking zones (41, 42) of a neighbouring brick.
- Construction system according to claim 12, characterised in that on one of their edges the moulded bricks (14', 14") incorporate a groove (15, 16) and on the opposite edge a tongued projection (17, 18) which fits into the groove of a neighbouring brick.
- Construction system according to any of claims 11 to 13, characterised in that the moulded bricks (14', 14") incorporate air pockets (18, 19) which extend parallel or at a right angle to the longitudinal direction of the moulded bricks (14', 14").
- Construction system according to any of claims 1 to 14 having a roof structure comprising timber purlins and rafters, characterised by first, shorter rafters that are arranged between the ridge purlin and the eaves or jamb of the roof, and second, longer counter-rafters that rest on the ridge purlin and extend as far as the edge of the roof and are at the same time arranged parallel to but offset in height from the first rafters, thereby allowing continuous insulating mats to be arranged as roofing insulation in the gap between the height of the first and second rafters.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29618705U DE29618705U1 (en) | 1996-10-26 | 1996-10-26 | Building system for building buildings |
DE29618705U | 1996-10-26 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0838557A2 EP0838557A2 (en) | 1998-04-29 |
EP0838557A3 EP0838557A3 (en) | 1998-05-27 |
EP0838557B1 true EP0838557B1 (en) | 2003-06-04 |
Family
ID=8031153
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97117772A Expired - Lifetime EP0838557B1 (en) | 1996-10-26 | 1997-10-14 | Construction system for the erection of buildings |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0838557B1 (en) |
AT (1) | ATE242375T1 (en) |
DE (2) | DE29618705U1 (en) |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29720868U1 (en) * | 1997-11-25 | 1998-02-12 | Ungerer, Klaus, Dipl.-Ing., 44141 Dortmund | Plugged truss kit |
FR2779460B1 (en) * | 1998-06-03 | 2003-09-05 | Rene Pierre | DEMOUNTABLE STRUCTURE FOR A SINGLE HOUSE COMPOSED OF A WOOD FRAMEWORK AND A METAL PLATFORM RECEIVING A FILLING OF PREFABRICATED TILES AND BLOCKS BY MOLDING |
DE19932589C1 (en) | 1999-07-13 | 2001-07-05 | Martin Wetzel | Flexible dividing wall for dividing a room of a floor of a house has a wooden inner basic structure with insulation inserts and a wall lining |
EP1725717B8 (en) * | 2004-03-19 | 2018-10-17 | Herbert Groschup | Method for construction of a supporting wall and blocks for carrying out said method |
FR2871487B1 (en) * | 2004-06-15 | 2006-09-08 | Dev Construction Ecologique Sa | METHOD FOR PRODUCING A WALL FROM HEMP AND LIME, BLOCKS FOR ITS USE AND DEVICE FOR MOLDING SAID BLOCKS |
ATE464440T1 (en) * | 2005-12-16 | 2010-04-15 | Ila Bauen & Wohnen Oekologisch | METHOD OF CREATING A WALL OF A BUILDING |
DE202009000561U1 (en) * | 2009-01-17 | 2009-04-23 | Greisel Bauelemente Gmbh | Brick of aerated concrete |
DE102010010748B4 (en) * | 2010-03-09 | 2012-12-27 | Xella Technologie- Und Forschungsgesellschaft Mbh | Exterior wall system of a building |
FR2972470B1 (en) * | 2011-03-09 | 2013-11-29 | Terreal | BUILDING ELEMENT IN EARTH |
PL2505730T3 (en) | 2011-03-30 | 2014-03-31 | Pavatex Sa | Wood brick comprising soft wood fibre boards |
ITMI20112067A1 (en) * | 2011-11-14 | 2013-05-15 | Emilio Marazzi | METHOD AND MODULE OF THERMAL AND / OR ACOUSTIC INSULATION OF A BUILDING STRUCTURE |
DE102013104077A1 (en) | 2013-04-23 | 2014-10-23 | Maik Rödiger | Construction system with a building construction for the construction of structures in dry and self-construction |
DE202014008049U1 (en) | 2014-10-12 | 2015-02-09 | Gregor Stelmaszczyk | Creation of structures from a variety of individual handy, compatible and modular structural members for dry and self-assembling timber structures |
FR3126233B1 (en) * | 2021-08-23 | 2023-09-08 | Opida | Construction system combining a light veil and posts |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1509424A (en) * | 1921-10-24 | 1924-09-23 | Edward J Garrard | Building tile |
US1521373A (en) * | 1922-10-16 | 1924-12-30 | David W Keen | Building construction |
DE866844C (en) * | 1941-12-28 | 1953-02-12 | Alois Mittendorfer | Construction method for walls and ceilings |
DE950409C (en) * | 1944-09-02 | 1956-10-11 | Josef L Halter | Process for the production of lightweight bodies |
DE3136091A1 (en) * | 1981-09-11 | 1983-03-24 | Petros 4040 Neuss Angelidis | METHOD FOR PRODUCING A HEAT-INSULATING MEASUREMENT, USE OF THIS MEASUREMENT FOR COMPONENTS AND COMPONENT, PRODUCED BY USING THIS MEASUREMENT |
US4510725A (en) * | 1981-09-17 | 1985-04-16 | Wilson Mark E | Building block and construction system |
DE8202053U1 (en) * | 1982-01-28 | 1983-03-17 | Gesellschaft für variable Hausbausysteme mbH, 2260 Niebüll | COMPONENT SET FOR THE CONSTRUCTION OF A BUILDING |
DE8510083U1 (en) * | 1985-04-04 | 1986-05-15 | Tranziska, Bruno, 8601 Seßlach | Set of components for a building |
DE3543487A1 (en) * | 1985-12-09 | 1987-06-11 | Otto Dipl Ing Diem | Tile wall element |
FR2644814B1 (en) * | 1989-03-24 | 1991-07-12 | Aboulfadl Jamal | PROCESS FOR THE PRODUCTION OF STRUCTURES AND STRUCTURE OBTAINED, PARTICULARLY IN WOOD, FOR THE PRODUCTION OF BUILDINGS |
US5170600A (en) * | 1991-03-06 | 1992-12-15 | Mark Terrell | Prefabricated housing addition |
DE4216672A1 (en) * | 1992-05-20 | 1993-11-25 | Welp Otto | Biological timber-framed demountable house - with wall elements of natural materials |
DE9208102U1 (en) * | 1992-06-17 | 1992-09-03 | Gary, Erich, Dipl.-Ing., 7800 Freiburg | Kit for constructing a building or similar structure |
FR2695152B1 (en) * | 1992-08-28 | 1994-11-18 | Guibert Victor | Set of building elements and construction method. |
DE9311437U1 (en) * | 1993-07-31 | 1993-09-23 | Kowalewski, Bernd, Dipl.-Ing. (FH), 32429 Minden | KIT FOR FRAMEWORK CONSTRUCTION |
DE4415906A1 (en) * | 1994-05-06 | 1995-11-23 | Michael Schellheimer | Timber frame construction for house |
-
1996
- 1996-10-26 DE DE29618705U patent/DE29618705U1/en not_active Expired - Lifetime
-
1997
- 1997-10-14 DE DE59710210T patent/DE59710210D1/en not_active Expired - Fee Related
- 1997-10-14 AT AT97117772T patent/ATE242375T1/en not_active IP Right Cessation
- 1997-10-14 EP EP97117772A patent/EP0838557B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP0838557A2 (en) | 1998-04-29 |
DE29618705U1 (en) | 1997-01-02 |
DE59710210D1 (en) | 2003-07-10 |
ATE242375T1 (en) | 2003-06-15 |
EP0838557A3 (en) | 1998-05-27 |
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