EP1584762B1 - building structure - Google Patents
building structure Download PDFInfo
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- EP1584762B1 EP1584762B1 EP04008458A EP04008458A EP1584762B1 EP 1584762 B1 EP1584762 B1 EP 1584762B1 EP 04008458 A EP04008458 A EP 04008458A EP 04008458 A EP04008458 A EP 04008458A EP 1584762 B1 EP1584762 B1 EP 1584762B1
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- EP
- European Patent Office
- Prior art keywords
- supporting structure
- supporting
- members
- roof
- structure according
- 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
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- 238000010276 construction Methods 0.000 claims description 11
- 210000003414 extremity Anatomy 0.000 claims 11
- 210000003127 knee Anatomy 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 239000002023 wood Substances 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000011295 pitch Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/249—Structures with a sloping roof
Definitions
- the invention relates to a supporting structure for buildings, in particular single-family homes for receiving the building loads and tensile forces.
- From the DE 297 05 862 U1 is a supporting structure for buildings known in which in the center of the building from a vertical supports and frame cubic construction support structure is specified, which at least partially supports the building's roof and ceilings and walls. This is to realize a high variability of the division of the ceilings and walls for extensions or conversions.
- the disadvantage is that the support structure is located inside the house and therefore the required vertical supports and frame parts does not allow complete freedom of design for the enclosed space.
- the carrying value for buildings of the invention comprises the features of claim 1.
- the approximately L-shaped support elements are placed as a combined vertical supports and roof rack with its lower end on a foundation or floor plate and placed with its free end against the roof rack.
- the support elements are connected to each other at this highest point in space.
- the volume to be converted is clamped and a support structure is provided which can already absorb building loads and tensile forces.
- the support elements are connected to each other on a horizontal plane by at least one frame assembly.
- the frame assembly is formed of individual, arranged between the support elements in the region of the building exterior wall connecting struts. At least two opposing connecting struts have an L-shaped cross-section.
- the longer leg of the L-shaped connecting strut is arranged substantially vertically pointing upwards and forms a Drempel the roof and wall element loads supported thereon to the two connected by the connecting strut support elements.
- the shorter leg of the L-shaped connecting strut shows horizontally to the building inside and serves as a support for a floor ceiling.
- a floor slab a prestressed hollow ceiling can be used.
- roof and wall elements are then mounted in a suitable manner.
- a further stiffening of the structure is achieved when the second leg of the support elements on a horizontal plane approximately at half the longitudinal extent of the second leg by a latch assembly consisting of arranged between the second legs bars connected to each other.
- a latch assembly consisting of arranged between the second legs bars connected to each other.
- the support element can be made narrower in its cross section.
- the latch arrangement preferably serves as a support for a ground cover.
- the support elements have rebates with bearing surfaces for building exterior wall or roof elements, wherein the bearing surfaces are aligned parallel to the surface of the wall or roof elements to be applied or applied, the coupling of the roof and wall elements to be raised to the structural structure is improved. In particular, excessive point loads are avoided.
- the support elements of their cross-section are formed so that they complete with applied wall or roof elements inside and outside plane with this, so no longer emerge as constructive elements.
- the support elements can be variably used for different roof pitches and roof shapes. Manufacturing technology and static preferred, however, is a one-piece design of the support members with a fixed angle between the two legs of the support element.
- the roof elements forming the roof construction on the second leg in particular at different angular positions, in particular in connection with angularly adjustable support elements, will be applied. Roof slopes, due to the circular or circular segment-shaped cross-section possible.
- central center post is arranged below the highest point in space, structures with a particularly large base area and / or structures with support elements with a smaller cross section can be created.
- the central mullion can be designed as a pure support pillar or as a chimney and / or supply shaft.
- the included angle of the two legs is greater than or equal to 90 °, wherein the extension support member forms a vertical support with the first leg and a roof carrier with the second leg and wherein the free end of the second leg on the first leg of Supporting element or rests against the frame assembly
- the basic construction can be varied by lateral attachments.
- Such attachments can also be retrofitted to the base structure.
- two extension support elements arranged on an outer side of the main structure form a cultivation support structure.
- receiving means are provided on the structure for receiving roof, ceiling and wall elements, the attachment of the roof, ceiling and wall elements is facilitated.
- the receiving means may be, for example, positive hook connections or bolt and screw.
- the support elements are preferably made of metal, reinforced concrete or wood.
- the Fig. 1 shows a supporting structure for a family house consisting of four identical support elements 1, which are placed on a foundation plate F. How out Fig. 1 can be seen, each support element 1 is constructed sauschenklig.
- the first leg 1-1 forms a vertical support and the second leg 12 a roof rack of the structure.
- the two Legs 11, 12 are integrally connected to one another via an arc region or a bend 15.
- the support member 1 is placed with its free end 13 of the vertical support 11 on a foundation F.
- the foundation F is a square foundation plate, for example, 9 m ⁇ 9 m.
- the support members 1 are non-positively and / or positively connected to each other.
- a sheet metal part is used as a connecting element by means of bolts in the region of the free end 14 of the roof rack 12.
- the support elements 1 may be fixed with their lower free ends 13 on the foundation F.
- a frame assembly 2 is shown, which connects the four support elements 1 in a horizontal plane.
- the frame assembly 2 is arranged at the height of the floor slab in the region of the angled portion 15 of the support elements 1.
- the frame assembly 2 consists of four connecting struts 21, 21 ', each interconnecting adjacent support elements 1 together. This connection can in turn be positive and / or non-positive.
- two connecting struts 21 are arranged with a rectangular cross-sectional profile in the supporting structure opposite each other, whereas the two other, oppositely disposed connecting struts 21 'L-shaped cross-section, as in Fig. 3 shown.
- the larger leg 211 of the connecting strut 21 is substantially vertically pointing upward.
- the bigger one Leg 211 forms the drumming.
- the shorter leg 212 of the cross-sectionally L-shaped connecting strut 21 is oriented horizontally facing the building interior. Accordingly, the shorter leg 212 forms a support for a projectile ceiling 4 to be introduced in the region of the frame arrangement 2.
- the four support elements 1 so span a volume of space that can now be completed by means of locally created or prefabricated components to a closed building.
- the structure takes over all building loads and tensile forces and directs them to the foundation F.
- Within the converted volume there are neither load-bearing walls nor support elements.
- the interior of the building can be completely individually divided and subsequently changed.
- frame assemblies 2 In two-storey or multi-storey buildings and several frame assemblies 2 can be arranged horizontally one above the other. Again, the frame assemblies 2 are preferably to be arranged in the area of the floor slabs. Thus, it is also conceivable to build a full basement single-storey detached house with this structure directly on the basement floor plate.
- a roof inclination of 45 ° is achieved.
- angles between 90 ° ⁇ ⁇ 150 °, preferably 110 ° ⁇ ⁇ 135 ° for the arc portion 15 of the support element 1 can be selected.
- different roof pitches can be realized on the roof.
- the structure can be both Saddle roofs, hipped roofs, as well as combinations of them. As an alternative to the aforementioned orientation of the roof ridge, this can also take place along a diagonal in alignment of two roof beams 12.
- Fig. 2 is the structure according to Fig. 1 shown in a modified embodiment.
- a latch assembly 3 is inserted, which consists of four respectively inserted between the roof beams 12 on a horizontal plane latch 31.
- a ground cover 41 is placed on the by the bolt 31 in the latch assembly 3 forming horizontally arranged frame construction. The ground cover 41 stiffens the structure, in particular with regard to attacking shear forces. Accordingly, a high angular accuracy of the structure is achieved.
- Fig. 2 is a cross section of a support element 1 recognizable.
- the support element 1 therefore has a prismatic shape on its outside.
- two bearing surfaces 16, 16 ' are formed, which coincide in each case with the plane of the roof and wall elements to be raised, whereby an advantageous load distribution takes place on these surfaces.
- the cross section of the support element 1 as in Fig. 4 shown executed.
- Fig. 4 it is a section in the region of the second leg 12, so in the roof area.
- the roof rack forms both the outer corner of the roof ridge, as well as the inside corner on the inside of the building.
- the gradation formed in the side edge of the roof rack 12 forms a Support surface 16, which is parallel to the surface of the adjoining wall elements.
- FIG. 4 each cut a roof element 42 shown with a corresponding negative mold for engagement with the roof rack 12.
- the roof elements 42 are plugged into the roof rack 1 2 in the region of the bearing surfaces 1 6 protruding bolt 18 and screwed.
- the invention can be made of four identical support elements, which have approximately L-shape, a raumumutilisede support structure for buildings, which allows complete freedom in the interior layout of the building.
- the support elements are as a flat, extending over a surface elements space-saving storable and easy to transport.
- the support elements can be driven with an ordinary truck semi-trailer to the site and handled there because of their low weight with a simple crane.
- the support elements made of steel, prestressed reinforced concrete or molded wood.
- the presented structure for buildings is also characterized by a high earthquake resistance.
- the construction formed from the support elements and frame arrangements as well as any latch arrangement can react elastically even in the case of considerable ground vibrations, such as occur in earthquakes.
- the ability to absorb building loads and shear forces is fully preserved. Only at the connections between the components is to ensure a sufficiently elastic and tension-resistant connection. In the case of larger earthquake amplitudes, it is then possible to damage the wall, roof and ceiling elements laid or laid on the supporting structure. Nevertheless, the building loads receiving structure remains intact and is thus able, even the possibly damaged attached to the structure elements safely hold. Consequently, personal injury caused by earthquakes in such buildings can be largely avoided.
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- Electromagnetism (AREA)
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- Structural Engineering (AREA)
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Abstract
Description
Die Erfindung betrifft ein Tragwerk für Gebäude, insbesondere Einfamilienhäuser zur Aufnahme der Gebäudelasten und Zugkräfte.The invention relates to a supporting structure for buildings, in particular single-family homes for receiving the building loads and tensile forces.
Aus der
Nachteilig ist, daß die Tragkonstruktion im Haus innenliegend ist und folglich die erforderlichen Vertikalstützen und Rahmenteile keine vollständige Gestaltungsfreiheit für den umbauten Raum ermöglicht.The disadvantage is that the support structure is located inside the house and therefore the required vertical supports and frame parts does not allow complete freedom of design for the enclosed space.
Ferner ist aus der
Ausgehend von dem Tragwerk für Gebäude gemäß der
Der Artikel "Entwerfen im Holzbau" aus der
Das Tragwert für Gebäude der Erfindung weist die Merkmale des Anspruchs 1 auf.The carrying value for buildings of the invention comprises the features of
Gelöst wird diese Aufgabe mit einem Tragwerk gemäß Anspruch 1.This object is achieved with a supporting structure according to
Die annähernd L-förmigen Tragelemente werden als kombinierte Vertikalstützen und Dachträger mit ihrem unteren Ende auf einem Fundament bzw. Bodenplatte aufgesetzt und mit ihrem freien Ende am Dachträger gegeneinander gestellt. Die Tragelemente sind an diesem höchsten Raumpunkt miteinander verbunden. Mit dieser Konstruktion wird das zu umbauende Volumen aufgespannt und eine Tragkonstruktion bereitgestellt, die bereits Gebäudelasten und Zugkräfte aufnehmen kann. Zur Versteifung des Tragwerks sind die Tragelemente auf horizontaler Ebene durch wenigstens eine Rahmenanordnung miteinander verbunden. Dabei ist die Rahmenanordnung aus einzelnen, zwischen den Tragelementen im Bereich der Gebäudeaußenwand angeordneten Verbindungsstreben ausgebildet. Wenigstens zwei gegenüberliegende Verbindungsstreben weisen einen L-förmigen Querschnitt auf. Der längere Schenkel der L-förmigen Verbindungsstrebe ist dabei im wesentlichen lotrecht nach oben zeigend angeordnet und bildet einen Drempel der hierauf abgestützte Dach- und Wandelementlasten zu den beiden durch die Verbindungsstrebe verbundenen Tragelementen abführt. Der kürzere Schenkel der L-förmigen Verbindungsstrebe zeigt hingegen horizontal zur Gebäudeinnenseite und dient als Auflage für eine Geschossdecke. Beispielsweise kann als Geschossdecke eine vorgespannte Hohldecke verwendet werden. Auf und an diesem Tragwerk werden dann in geeigneter Weise Dach- und Wandelemente montiert.The approximately L-shaped support elements are placed as a combined vertical supports and roof rack with its lower end on a foundation or floor plate and placed with its free end against the roof rack. The support elements are connected to each other at this highest point in space. With this construction, the volume to be converted is clamped and a support structure is provided which can already absorb building loads and tensile forces. To stiffen the structure, the support elements are connected to each other on a horizontal plane by at least one frame assembly. In this case, the frame assembly is formed of individual, arranged between the support elements in the region of the building exterior wall connecting struts. At least two opposing connecting struts have an L-shaped cross-section. The longer leg of the L-shaped connecting strut is arranged substantially vertically pointing upwards and forms a Drempel the roof and wall element loads supported thereon to the two connected by the connecting strut support elements. The shorter leg of the L-shaped connecting strut, however, shows horizontally to the building inside and serves as a support for a floor ceiling. For example, as a floor slab a prestressed hollow ceiling can be used. On and on this structure roof and wall elements are then mounted in a suitable manner.
Eine weitere Versteifung des Tragwerks wird erreicht, wenn die zweiten Schenkel der Tragelemente auf horizontaler Ebene etwa auf halber Längserstreckung der zweiten Schenkel durch eine Riegelanordnung bestehend aus zwischen den zweiten Schenkeln angeordneten Riegeln miteinander verbunden sind. Insbesondere ist dabei vorteilhaft, dass eine erhebliche Verkürzung der Knicklänge für den einen Dachträger des Tragwerks bildenden zweiten Schenkel erreicht wird. Entsprechend kann das Tragelement in seinem Querschnitt schmaler dimensioniert werden. Gleichzeitig dient die Riegelanordnung bevorzugt als Auflage für eine Bodendecke.A further stiffening of the structure is achieved when the second leg of the support elements on a horizontal plane approximately at half the longitudinal extent of the second leg by a latch assembly consisting of arranged between the second legs bars connected to each other. In particular, it is advantageous that a significant shortening of the buckling length is achieved for a roof carrier of the supporting structure forming the second leg. Accordingly, the support element can be made narrower in its cross section. At the same time, the latch arrangement preferably serves as a support for a ground cover.
Dadurch, dass die Geschoss- und/oder Bodendecke formschlüssig zwischen die Tragelemente und die Rahmenanordnung bzw. Riegelanordnung einfügbar ausgebildet ist, wird eine weitere Versteifung des Tragwerks, insbesondere gegen Scherkräfte erreicht. Die formschlüssig eingefügten Decken sichern die vom Tragwerk jeweils in der zugeordneten horizontalen Ebene aufgespannte Fläche und somit die winkeltreue Stabilität des Tragwerks.The fact that the floor and / or floor ceiling form-fit between the support elements and the frame assembly or latch assembly is formed insertable, a further stiffening of the structure, in particular against shear forces is achieved. The form-fitting inserted ceilings secure the plane spanned by the structure in each case in the associated horizontal plane and thus the angle-faithful stability of the structure.
Wenn die Tragelemente Falze mit Auflageflächen für Gebäudeaußenwand-oder -dachelemente aufweisen, wobei die Auflageflächen parallel zur Oberfläche der auf- oder anzulegenden Wand- oder Dachelemente ausgerichtet sind, wird die Kopplung der aufzulegenden Dach- und Wandelemente zur Tragwerkkonstruktion verbessert. Insbesondere werden übermäßige Punktlasten vermieden. Bevorzugt sind die Tragelemente von ihrem Querschnitt so ausbildet, dass sie bei angelegten Wand- oder Dachelementen innen- und außenseitig planeben mit diesem abschließen, also nicht mehr als konstruktive Elemente hervortreten.If the support elements have rebates with bearing surfaces for building exterior wall or roof elements, wherein the bearing surfaces are aligned parallel to the surface of the wall or roof elements to be applied or applied, the coupling of the roof and wall elements to be raised to the structural structure is improved. In particular, excessive point loads are avoided. Preferably, the support elements of their cross-section are formed so that they complete with applied wall or roof elements inside and outside plane with this, so no longer emerge as constructive elements.
Dadurch, dass die beiden Schenkel verschwenkbar um eine horizontale Achse miteinander verbunden und in einem Winkelbereich von 90° < α < 150° festlegbar sind, können die Tragelemente variabel für verschiedene Dachneigungen und Dachformen verwendet werden. Fertigungstechnisch und statisch bevorzugt ist jedoch eine einstückige Ausführung der Tragelemente mit einem fest vorgegebenen Winkel zwischen den beiden Schenkeln des Tragelementes.Characterized in that the two legs are pivotally connected to each other about a horizontal axis and in an angular range of 90 ° <α <150 ° can be fixed, the support elements can be variably used for different roof pitches and roof shapes. Manufacturing technology and static preferred, however, is a one-piece design of the support members with a fixed angle between the two legs of the support element.
Wenn von den Tragelementen wenigstens die zweiten Schenkel kreisförmigen oder kreissegmentförmigen Querschnitt aufweisen, wird insbesondere in Verbindung mit im Winkelbereich einstellbaren Tragelementen ein Anlegen der die Dachkonstruktion bildenden Dachelemente an dem zweiten Schenkel auch bei unterschiedlichen Winkelstellungen, d.h. Dachneigungen, aufgrund der kreis- oder kreissegmentförmigen Querschnitts möglich.If at least the second legs of the support elements have a circular or circular segment-shaped cross-section, the roof elements forming the roof construction on the second leg, in particular at different angular positions, in particular in connection with angularly adjustable support elements, will be applied. Roof slopes, due to the circular or circular segment-shaped cross-section possible.
Wenn unter dem höchsten Raumpunkt ein zentraler Mittelpfosten angeordnet ist, können Tragwerke mit einer besonders großen Grundfläche und/oder Tragwerke mit Tragelementen mit geringerem Querschnitt erstellt werden. Der zentrale Mittelpfosten kann dabei als reiner Tragpfeiler oder auch als Schornstein oder/und Versorgungsschacht ausgebildet sein.If a central center post is arranged below the highest point in space, structures with a particularly large base area and / or structures with support elements with a smaller cross section can be created. The central mullion can be designed as a pure support pillar or as a chimney and / or supply shaft.
Wenn vier baugleiche Tragelemente vorgesehen sind und das Tragwerk einen rechtwinkligen oder quadratischen Grundriß einnimmt, wird ein bautechnisch besonders einfach und kostengünstig zu erstellendes Gebäude vorgegeben. Als standardisiertes Grundrißmaß ist eine Fläche von 9 m × 9 m bevorzugt.If four identical support elements are provided and the structure assumes a rectangular or square plan, a structurally particularly simple and inexpensive to be created building is specified. As a standardized Grundrißmaßmaß an area of 9 m × 9 m is preferred.
Dadurch, daß zweischenklige Erweiterungstragelemente vorgesehen sind, dessen von den beiden Schenkeln eingeschlossener Winkel größer gleich 90° ist, wobei das Erweiterungstragelement mit dem ersten Schenkel eine Vertikalstütze und mit dem zweiten Schenkel einen Dachträger bildet und wobei das freie Ende des zweiten Schenkels am ersten Schenkel des Tragelementes oder an der Rahmenanordnung anliegt, kann die Grundkonstruktion durch seitliche Anbauten variiert werden. Derartige Anbauten können auch nachträglich an dem Grundtragwerk montiert werden. Entsprechend bilden zwei Erweiterungstragelemente an einer Außenseite des Haupttragwerks angeordnet eine Anbautragkonstruktion.Characterized in that two-legged extension support elements are provided, the included angle of the two legs is greater than or equal to 90 °, wherein the extension support member forms a vertical support with the first leg and a roof carrier with the second leg and wherein the free end of the second leg on the first leg of Supporting element or rests against the frame assembly, the basic construction can be varied by lateral attachments. Such attachments can also be retrofitted to the base structure. Accordingly, two extension support elements arranged on an outer side of the main structure form a cultivation support structure.
Wenn am Tragwerk zum Aufnehmen von Dach-, Decken- und Wandelementen Aufnahmemittel vorgesehen sind, wird die Befestigung der Dach-, Decken- und Wandelemente erleichtert. Die Aufnahmemittel können beispielsweise formschlüssige Hakenverbindungen oder Bolzen- und Schraubverbindungen sein.If receiving means are provided on the structure for receiving roof, ceiling and wall elements, the attachment of the roof, ceiling and wall elements is facilitated. The receiving means may be, for example, positive hook connections or bolt and screw.
Um eine ausreichende Stabilität der Tragelemente zu erreichen, sind sie bevorzugt aus Metall, Stahlbeton oder Holz hergestellt.In order to achieve sufficient stability of the support elements, they are preferably made of metal, reinforced concrete or wood.
Nachfolgend wird ein bevorzugtes Ausführungsbeispiel der Erfindung anhand der beiliegenden Figuren detailliert beschrieben.Hereinafter, a preferred embodiment of the invention will be described in detail with reference to the accompanying drawings.
Darin zeigt:
- Fig. 1
- in räumlicher Ansicht ein erfindungsgemäßes Tragwerk,
- Fig. 2
- das in
Fig. 1 dargestellte Tragwerk mit einer Abwandlung in Draufsicht, - Fig. 3
- in einem Querschnitt in einer vergrößerten Detailansicht die Auflage einer Geschossdecke an dem in
Fig. 1 dargestellten Tragwerk und - Fig. 4
- in einer vergrößerten Schnittdarstellung ein Querschnittsprofil eines Tragelements mit angesetzten Wandelementen.
- Fig. 1
- in a spatial view of an inventive structure,
- Fig. 2
- this in
Fig. 1 illustrated structure with a modification in plan view, - Fig. 3
- in a cross section in an enlarged detail view of the support of a floor slab on the in
Fig. 1 illustrated structure and - Fig. 4
- in an enlarged sectional view of a cross-sectional profile of a support element with attached wall elements.
Die
Wie bereits zu
Zur weiteren Versteifung des Tragwerks ist in
Die Rahmenanordnung 2 besteht aus vier Verbindungsstreben 21, 21', die jeweils benachbarte Tragelemente 1 miteinander verbinden. Diese Verbindung kann wiederum form- und/oder kraftschlüssig erfolgen. Im dargestellten Ausführungsbeispiel sind zwei Verbindungsstreben 21 mit rechteckigem Querschnittsprofil im Tragwerksgebäude einander gegenüberliegend angeordnet, wohingegen die beiden anderen, einander gegenüberliegend angeordnet Verbindungsstreben 21' L-förmigen Querschnitt aufweisen, wie in
Die vier Tragelemente 1 spannen so ein Raumvolumen auf, daß mittels vor Ort erstellter oder vorgefertigter Bauelemente nunmehr zu einem geschlossenen Gebäude komplettiert werden kann. Dabei übernimmt das Tragwerk sämtliche Gebäudelasten und Zugkräfte und leitet sie auf das Fundament F. Innerhalb des umbauten Raumvolumens sind weder tragende Wände noch Stützelemente vorhanden. Somit kann der Innenraum des Gebäudes völlig individuell aufgeteilt und nachträglich auch geändert werden.The four
Bei zweigeschossigen oder mehrgeschossigen Gebäuden können auch mehrere Rahmenanordnungen 2 horizontal übereinander angeordnet werden. Auch hier sind die Rahmenanordnungen 2 bevorzugt im Bereich der Geschoßdecken anzuordnen. Damit ist es auch denkbar, ein voll unterkellertes eingeschossiges Einfamilienhaus mit dieser Tragwerkkonstruktion unmittelbar auf der Kellerbodenplatte aufzubauen.In two-storey or multi-storey buildings and
Das in
In
In
In besonders bevorzugter Ausgestaltung ist der Querschnitt des Tragelementes 1 wie in
Ferner ist in
Erfindungsgemäß lassen sich aus vier baugleichen Tragelementen, die etwa L-Form aufweisen, eine raumumgreifende Tragkonstruktion für Gebäude bilden, die völlige Freiheit bei der Innenaufteilung des Gebäudes zuläßt. Die Tragelemente sind dabei als flache, sich über eine Fläche erstreckende Elemente platzsparend lagerfähig und leicht zu transportieren. Die Tragelemente können mit einem gewöhnlichen LKW-Auflieger zur Baustelle gefahren werden und dort aufgrund ihres geringen Gewichts mit einem einfachen Kran gehandhabt werden. Bevorzugt sind die Tragelemente aus Stahl, vorgespanntem Stahlbeton oder formverleimtem Holz hergestellt.According to the invention can be made of four identical support elements, which have approximately L-shape, a raumumgreifende support structure for buildings, which allows complete freedom in the interior layout of the building. The support elements are as a flat, extending over a surface elements space-saving storable and easy to transport. The support elements can be driven with an ordinary truck semi-trailer to the site and handled there because of their low weight with a simple crane. Preferably, the support elements made of steel, prestressed reinforced concrete or molded wood.
Das vorgestellte Tragwerk für Gebäude zeichnet sich zudem durch eine hohe Erdbebensicherheit aus. Die aus den Tragelementen und Rahmenanordnungen sowie etwaige Riegelanordnung gebildete Konstruktion kann auch bei erheblichen Bodenerschütterungen, wie sie bei Erdbeben auftreten, in sich elastisch reagieren. Dabei bleibt die Fähigkeit Gebäudelasten und Scherkräfte aufzunehmen vollständig erhalten. Lediglich an den Verbindungen zwischen den Bauteilen ist auf eine ausreichend elastische und zugfeste Verbindung zu achten. Bei größeren Erdbebenamplituden ist zwar dann eine Beschädigung der auf dem Tragwerk aufgelegten bzw. angelegten Wand-, Dach- und Deckenelemente möglich. Gleichwohl bleibt das die Gebäudelasten aufnehmende Tragwerk unversehrt und ist somit in der Lage, auch die möglicherweise beschädigten am Tragwerk angefügten Elemente sicher zu halten. Folglich können Personenschäden bei Erdbeben in derartigen Gebäuden weitestgehend vermieden werden.The presented structure for buildings is also characterized by a high earthquake resistance. The construction formed from the support elements and frame arrangements as well as any latch arrangement can react elastically even in the case of considerable ground vibrations, such as occur in earthquakes. The ability to absorb building loads and shear forces is fully preserved. Only at the connections between the components is to ensure a sufficiently elastic and tension-resistant connection. In the case of larger earthquake amplitudes, it is then possible to damage the wall, roof and ceiling elements laid or laid on the supporting structure. Nevertheless, the building loads receiving structure remains intact and is thus able, even the possibly damaged attached to the structure elements safely hold. Consequently, personal injury caused by earthquakes in such buildings can be largely avoided.
- 11
- Tragelementsupporting member
- 1111
- erster Schenkel, Vertikalstützefirst leg, vertical support
- 1212
- zweiter Schenkel, Dachträgersecond leg, roof rack
- 1313
- unteres freies Endelower free end
- 1414
- oberes freies Endeupper free end
- 1515
- Abwinklung, BogenbereichAngling, bow area
- 1616
- Auflageflächebearing surface
- 16'16 '
- Auflageflächebearing surface
- 1717
- Falzfold
- 1818
- Befestigungsmittel, BolzenFasteners, bolts
- 22
- Rahmenanordnungframe assembly
- 2121
- Verbindungsstrebenconnecting struts
- 33
- Riegelanordnunglatch assembly
- 3131
- Riegelbars
- 44
- Geschossdeckefloor ceiling
- 4141
- Bodendeckeground cover
- 4242
- Dachelementroof element
- FF
- Fundamentfoundation
- αα
- Winkelangle
Claims (10)
- A supporting structure for buildings, in particular single-family houses, to receive the building loads and tensile forces, consisting of at least three two-limbed supporting members (1) whose angle (α) included by the two limbs is greater than 90°, each supporting member (1) forming a vertical post of the supporting structure with the first limb (11) and a roof girder of the supporting structure with the second limb (12), the free ends of the second limb (12) of each supporting member (1) meeting at a highest spatial point and being connected to one another and the supporting members (1) being connected to one another on a horizontal plane by at least one frame arrangement (2), characterised in that the frame arrangement (2) has at least two connecting struts (21'), inserted between the supporting members (1) so as to face one another and L-shaped in cross-section, whose longer limb (211) is arranged directed upwards substantially vertically in the manner of a knee wall and whose shorter limb (212) is directed horizontal to the building inner surface and in the process forms a rest for a storey ceiling (4).
- A supporting structure according to claim 1, characterised in that the second limbs (12) of the supporting members (1) are connected to one another on a horizontal plane, approximately half way along the longitudinal extension of the second limbs (12) by a beam arrangement (3) consisting of beams (31) arranged between the second limbs.
- A supporting structure according to claim 2, characterised in that a loft ceiling (41) can be placed upon the beam arrangement (3).
- A supporting structure according to any one of the preceding claims, characterised in that the storey ceiling (4) and/or loft ceiling (41) is/are designed to be insertable between the supporting members (1) and the frame arrangement (2) or beam arrangement (3) respectively in a positive-locking manner.
- A supporting structure according to any one of the preceding claims, characterised in that the supporting members (1) have rebates (17) with bearing surfaces (16, 16') for building outside wall members or building roof members, the bearing surfaces (16, 16') being directed parallel to the surface of the wall members or roof members to be placed thereon or to be placed thereagainst.
- A supporting structure according to any one of the proceeding claims, characterised in that the two limbs (11, 12) are connected to one another so as to be pivotable about a horizontal axis and can be secured in an angle range of 90° < α < 150°.
- A supporting structure according to any one of the preceding claims, characterised in that at least the second limbs (12) of the supporting members (1) have a circular cross-section or a cross-section in the form of a segment of a circle.
- A supporting structure according to any one of the preceding claims, characterised in that a central middle post is arranged under the highest spatial point.
- A supporting structure according to any one of the preceding claims, characterised in that four supporting members (1) of identical construction are provided and the supporting structure has a rectangular or square footprint which preferably is approximately 9 m x 9 m.
- A supporting structure according to any one of the preceding claims, characterised in that receiving and securing means (18) are provided on the supporting structure to receive roof, ceiling and wall members.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE502004007773T DE502004007773D1 (en) | 2004-04-07 | 2004-04-07 | Structure for buildings |
EP04008458A EP1584762B1 (en) | 2004-04-07 | 2004-04-07 | building structure |
AT04008458T ATE403786T1 (en) | 2004-04-07 | 2004-04-07 | STRUCTURE FOR BUILDINGS |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP04008458A EP1584762B1 (en) | 2004-04-07 | 2004-04-07 | building structure |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1584762A1 EP1584762A1 (en) | 2005-10-12 |
EP1584762B1 true EP1584762B1 (en) | 2008-08-06 |
Family
ID=34896006
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04008458A Expired - Lifetime EP1584762B1 (en) | 2004-04-07 | 2004-04-07 | building structure |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1584762B1 (en) |
AT (1) | ATE403786T1 (en) |
DE (1) | DE502004007773D1 (en) |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2479880A1 (en) * | 1980-04-04 | 1981-10-09 | George Roger | Chalet having polygonal shape in plan - uses frame made of precast concrete units with cladding on angled joists extending from floor corners to centre head post |
DE3232838A1 (en) | 1982-09-03 | 1984-03-08 | Gerfried Athenai Ramsauer | Set of building elements and L-shaped building element for constructing temporary structures |
US4567709A (en) * | 1983-02-03 | 1986-02-04 | Garland Faw | Method and apparatus for erecting a building |
DE29705862U1 (en) | 1996-11-12 | 1997-06-12 | Weinstock, Karl-Heinz, 37671 Höxter | Structure for buildings |
-
2004
- 2004-04-07 EP EP04008458A patent/EP1584762B1/en not_active Expired - Lifetime
- 2004-04-07 DE DE502004007773T patent/DE502004007773D1/en not_active Expired - Fee Related
- 2004-04-07 AT AT04008458T patent/ATE403786T1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
DE502004007773D1 (en) | 2008-09-18 |
EP1584762A1 (en) | 2005-10-12 |
ATE403786T1 (en) | 2008-08-15 |
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