DE1484128B1 - Process for the production of truss-like or massive lattice girders, arched girders or shell roofs made of wood - Google Patents
Process for the production of truss-like or massive lattice girders, arched girders or shell roofs made of woodInfo
- Publication number
- DE1484128B1 DE1484128B1 DE19641484128 DE1484128A DE1484128B1 DE 1484128 B1 DE1484128 B1 DE 1484128B1 DE 19641484128 DE19641484128 DE 19641484128 DE 1484128 A DE1484128 A DE 1484128A DE 1484128 B1 DE1484128 B1 DE 1484128B1
- Authority
- DE
- Germany
- Prior art keywords
- sheet metal
- slots
- metal strips
- nails
- struts
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/16—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
-
- 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
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/102—Shell structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/42—Arched girders or portal frames of wood, e.g. units for rafter roofs
-
- 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
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
- E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
1 21 2
Die Erfindung betrifft einen Fachwerkträger od. dgl. teil bei Verwendung von Knotenplatten oder Knotenaus Holz, bei dem die Streben und Gurte unter blechen liegt darin, daß diese die Zug- und Druck-Verwendung von an der Kreuzungsstelle der Stab- kräfte nicht allein in Längsrichtung der Holzbauteile achsen aufeinanderliegenden nagelbaren Blechstrei- übertragen, sondern Ursache für Nebenspannungen fen und Nägeln miteinander verbunden sind. 5 sind, die nur schwierig zu erfassen und zu berück-The invention relates to a truss or the like. Part when using node plates or nodes Wood, in which the struts and straps under sheet metal, is that these are used for pulling and pushing at the point of intersection of the bar forces not only in the longitudinal direction of the wooden components Axes of nailable sheet metal strips lying on top of one another are the cause of secondary stresses fen and nails are connected. 5 are difficult to grasp and take into account.
Es ist bekannt, Holzbauteile mit Hilfe von Blechen sichtigen sind. Hinzu kommt, daß die Knotenbleche aus Metall oder anderem Material zu verstärken oder den verschiedenen Verbindungsstellen zwischen den miteinander zu verbinden. So zeigt die britische Pa- Holzbauteilen jeweils gesondert angepaßt werden tentschrift 846599 die Möglichkeit, zwei lang- müssen, was nicht nur einen erheblichen Arbeitsgestreckte Kanthölzer, die flach mit ihren Längsseiten io aufwand, sondern auch einen merklichen Mehrbedarf aneinanderliegen, zu einem Balken dadurch zu ver- an Blechmaterial bedeutet.It is known that wooden components are visible with the help of sheet metal. In addition, the gusset plates made of metal or other material to reinforce or the various joints between the to connect with each other. Thus, the British Pa- shows wooden components to be adapted separately tentschrift 846599 the possibility to have two long, which is not only a considerable stretch of work Squared timber, which worked flat with its long sides, but also a noticeable increase in demand lie against one another, thereby making a beam that means sheet material.
binden, daß in den aneinanderliegenden Längsseiten Der Erfindung liegt die Aufgabe zugrunde, einentie that in the adjacent long sides The invention is based on the object of a
der Kanthölzer im Abstand liegende parallele Fachwerkträger od. dgl. der eingangs genannten Artthe squared timber spaced parallel truss or the like of the type mentioned above
Schlitze eingearbeitet werden, die miteinander fluch- so weiterzubilden, daß der Vorteil der VerwendungSlots are incorporated, the curse with each other so that the advantage of the use
ten und in die Verbindungsblechstreifen eingelegt 15 von Verbindungsblechen nur im Bereich der Verbin-th and inserted into the connecting sheet metal strips 15 of connecting sheets only in the area of the connecting
werden, die von beiden Seiten her mit den Kant- dungsstellen beibehalten werden kann, währendwhich can be retained from both sides with the bending points while
hölzern vernagelt werden. In ähnlicher Weise werden gleichzeitig gewährleistet wird, daß bei einfacherto be nailed up wooden. In a similar way it is ensured at the same time that with simpler
nach dieser Patentschrift zwei Balken stumpf mit Herstellung und geringem Verschnitt der Verbin-according to this patent two bars butt with production and little waste of the connection
ihren Enden aneinandergeschlossen, indem beide dungsbleche die Kräfte auf vorteilhafte Weise jeweilstheir ends joined together by the two expansion plates the forces in an advantageous manner each
Enden mit einer Reihe paralleler kurzer Sägeschlitze ao in Richtung der Längsmittellinie der Holzbauteile inEnds with a series of parallel short saw slots ao in the direction of the longitudinal center line of the wooden components in
versehen werden, in die ebenfalls der Höhe der die Verbindungstellen eingeleitet werden, so daß dasare provided, in which the height of the connection points are also introduced, so that the
Balken entsprechend breite Blechstreifen eingelegt Auftreten von Nebenspannungen weitgehend ausge-Beams of correspondingly wide sheet metal strips inserted Occurrence of secondary stresses to a large extent.
und durch beidseitige Nagelung mit den Balken ver- schlossen wird.and is closed with the joists by nailing on both sides.
einigt werden. Die britische Patentschrift 846 599 Diese Aufgabe wird erfindungsgemäß dadurch gezeigt weiterhin die Möglichkeit, einen Fachwerkträ- as löst, daß die Blechstreifen im Bereich der Stabverger dadurch herzustellen, daß die aus Holz bestehen- bindungen in Sägeschlitzen der hölzernen Fachwerkden Gurte durch aus Metallblech bestehende Streben stäbe befestigt sind. Dadurch wird erreicht, daß die miteinander verbunden werden. Die sich kreuzenden Kräfte und Spannungen von den Holzbauteilen über Enden der diagonal verlaufenden Blechstreben wer- die Nägel unmittelbar in die Blechstreifen in Richden gemeinsam in Sägeschlitze in den Gurtbalken 30 tung der Längsmittellinie der Holzbauteile eingeleitet eingelassen und unmittelbar aufeinanderliegend von und im Bereich der Kreuzungsstellen unter Vermittbeiden Seiten her durch Nagelung mit dem Gurtbai- lung der Nägel unmittelbar von Blech zu Blech Überken vereinigt. Zur Aussteifung der Streben können tragen werden. Die bei Knotenblechen oder Knotendie Blechstreben mit Längsrippen versehen sein. Zu platten festzustellenden Nebenspannungen werden dem gleichen Zweck können aber auch auf die frei- 35 hierbei weitgehend vermieden, so daß sich an den liegenden Bereiche der Blechstreben von beiden Sei- Verbindungsstellen leicht übersehbare Spannungsten her Bretter aufgenagelt werden. Die Druck- und Verhältnisse ergeben. Die Verbindungsbleche können Zugkräfte werden hierbei von Gurtbalken zu Gurt- aus bandförmigem Material ohne großen Aufwand balken unmittelbar über die Blechstreben übertragen. für jede Art von Verbindung durch einfaches Ab-Wegen dei geringen Knicksteifigkeit der Streben 40 schneiden erhalten werden, ohne daß ein nennenseignet sich diese Ausführungsform nur für Träger werter Verschnitt an Blech in Kauf genommen wermit geringem Abstand der Gurtbalken. Hinzu kommt den muß. Da die Blechstreifen jeweils nur über eine die Gefahr, daß bei stärkerem Schwinden der zum relativ kurze Länge in die Holzbauteile eingelassen Aussteifen der Blechstreben dienenden Auflagebretter sind, spielt das Schwinden des Holzes für die Festig-Verschiebungen an den Verbindungsstellen in Kauf 45 keit der Verbindung im zulässigen Belastungsbereich genommen werden müssen, die erheblich über den nur eine geringe Rolle. Der Kraftübergang im Bereich zulässigen Werten liegen. der Kreuzungsstelle wird noch dadurch erhöht, daßbe agreed. British Patent 846 599 This object is thereby shown in accordance with the invention furthermore the possibility of a truss that loosens the sheet metal strips in the area of the rod rack by making the wood connections in saw slots in the wooden framework Straps are attached by rods made of sheet metal struts. This ensures that the be connected to each other. The intersecting forces and tensions from the wooden components over The ends of the diagonally running sheet metal struts are the nails directly into the sheet metal strips in Richden initiated jointly in saw slots in the belt beam 30 direction of the longitudinal center line of the wooden components let in and directly on top of each other by and in the area of the crossing points under both mediators Sides by nailing the nails directly from sheet to sheet with the belt bale united. Can be used to stiffen the struts. The gusset plates or knots Sheet metal struts should be provided with longitudinal ribs. Ancillary voltages to be determined are to plates the same purpose can, however, also be largely avoided in this case, so that on the lying areas of the sheet metal struts from both side connection points easily overlooked tension for boards to be nailed on. The pressure and conditions result. The connecting plates can Tensile forces are converted from belt beams to belts made of belt-shaped material without much effort Transfer the beam directly over the sheet metal struts. for every type of connection by simply walking away the low buckling stiffness of the struts 40 cut can be obtained without a nominally appropriate This embodiment is only accepted for wearers with significant scrap on sheet metal small distance between the belt beams. In addition there is the must. Since the sheet metal strips only have one the risk that with greater shrinkage the relatively short length will be embedded in the wooden components Bracing of the sheet metal struts are serving boards, the shrinkage of the wood plays for the Festig shifts at the connection points in purchase 45 speed of the connection within the permissible load range must be taken that significantly over the only minor role. The power transition in the field permissible values. the crossing point is increased by the fact that
Diese Nachteile hat man dadurch vermieden, daß auf Grund der Nagelung und der unmittelbar überman
bei derartigen Gitterträgern sowohl die Gurte einanderliegenden Blechstreifen diese sich an den
als auch die Streben aus Holzbauteilen hergestellt 50 Nagelstellen ineinander verkrallen. Gegenüber den
hat, die über sogenannte Knotenplatten miteinander Gitterträgern mit Streben aus durchgehenden Blechverbunden
sind. Aus der deutschen Patentschrift streifen ergibt sich bei der neuen Ausführungsform
862 659 sind derartige Verbindungen für Holzfach- eine wesentlich höhere Belastbarkeit, und zwar unwerke
bekannt, bei denen die Knotenplatten aus ge- abhängig vom Abstand der Gurtbalken. Gegenüber
preßtem Kunstholz bestehen, in Schlitze der zu ver- 55 den Gitterträgern mit einer Verbindung der Gurtbindenden
Stäbe bzw. Gurte eingelassen und mit balken der Streben durch Knotenbleche ergibt sich
diesen durch Dübel vereinigt sind. Da die Knoten- eine wesentlich billigere und einfachere Herstellung
platten hierbei eine relativ große Dicke besitzen mit dem weiteren Vorteil übersichtlicherer Spanmüssen,
ist es erforderlich, die Knotenplatten nach nungsverhältnisse in den Verbindungsstellen.
Schablonen für das Einsetzen der Dübel vorzuboh- 60 Weitere Ausgestaltungen der Erfindung sind
ren. Dieser Nachteil wird bei dem fachwerkartigen Gegenstand der Unteransprüche.
Bauelement nach dem deutschen Gebrauchsmuster Die Erfindung wird nachfolgend an Hand einer
1 870 593 dadurch vermieden, daß jeweils mehrere schematischen Zeichnung an drei Ausführungsbeiparallel
zueinander in Abständen in Schlitze der spielen näher erläutert.These disadvantages have been avoided in that, due to the nailing and the fact that both the straps and the struts made of wooden components, 50 nail points claw into one another, in such lattice girders immediately above one another. Compared to that, which are connected to each other via so-called node plates with lattice girders with struts made of continuous sheet metal. From the German patent specification strip results in the new embodiment 862 659, such connections for wooden shed a much higher load capacity, namely unknown, in which the gusset plates from depending on the distance between the girders. Compared to pressed synthetic wood, there are slots in the lattice girders to be connected with a connection of the belt-binding rods or belts and with bars of the struts through gusset plates, these are united by dowels. Since the knot plates are much cheaper and easier to manufacture, they have a relatively large thickness with the further advantage of clearer chip requirements.
Templates for inserting the dowels in advance. 60 Further embodiments of the invention are ren. This disadvantage is in the framework-like subject matter of the subclaims.
Component according to the German utility model The invention is avoided in the following on the basis of a 1 870 593 in that several schematic drawings are explained in more detail on three exemplary embodiments parallel to one another at intervals in the slots of the games.
Gurte und Streben eingelassene Knotenbleche aus 65 Die F i g. 1 a und 1 b zeigen im Querschnitt und Metall verwendet werden, deren Dicke so gewählt ist, in Seitenansicht die Verbindungsstelle zwischen daß sich die Bleche durch Nagelung mit den Holz- einer einzelnen Strebe und dem Ende eines Gurtbauteilen vereinigen lassen. Ein wesentlicher Nach- balkens.Straps and struts embedded gusset plates made of 65 The F i g. 1 a and 1 b show in cross section and Metal can be used, the thickness of which is selected in a side view of the connection point between that the sheets are nailed to the wooden a single strut and the end of a belt component let unite. An essential neighbor beam.
Claims (1)
Kunststoff od. dgl., ausgegossen sein. Patentansprüche:The inserted sheet steel strips 3 or 6 can be inserted, which are protected in the longitudinal direction of the beam by electroplating. Since the Influences are running out. These sheet metal strips 28 with the lines of force at the transition from the wooden component to 35 beams 21 and at the point of intersection with the unden associated sheet metal strips run largely in the longitudinal direction of the sheet metal strips 24 lying on them through the direction of the components, they meet when nails 30 are driven in on both sides connected, the connected wooden components largely in one. With all connections, the wooden components can point, so that secondary stresses are reduced to a minimum and the saw slots are reduced with considerable tolerances. Are placed at the crossing points of the sheets 40 and in a relatively moist state, the power transmission takes place directly from sheet metal, since these tolerances or the nail on the sheet, without the forces on the belt wood auftre with higher initial moisture of the wood the necessary shrinkage will only reduce the strength of the connection. The sheet metal strips lie completely in the slightly affected. Practice has shown that wooden components are covered so that they are largely withdrawn from the external influences that occur during the permissible load. In addition, the saw slots can slide far below the permissible displacement. B. by means of pitch or exercise measure, other, preferably elastic substances, such as tar,
Plastic or the like. Be poured. Patent claims:
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEB0074929 | 1964-01-10 |
Publications (1)
Publication Number | Publication Date |
---|---|
DE1484128B1 true DE1484128B1 (en) | 1971-08-26 |
Family
ID=6978462
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19641484128 Pending DE1484128B1 (en) | 1964-01-10 | 1964-01-10 | Process for the production of truss-like or massive lattice girders, arched girders or shell roofs made of wood |
Country Status (4)
Country | Link |
---|---|
AT (1) | AT255724B (en) |
DE (1) | DE1484128B1 (en) |
FR (1) | FR1461356A (en) |
GB (1) | GB1089784A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3923471A1 (en) * | 1989-07-15 | 1991-01-24 | Martin Trautz | Wooden structure with laminated members - has joints formed from metal plates between laminations of wood |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH700137A1 (en) * | 2008-12-19 | 2010-06-30 | Swissfiber Ag | BENDING SUPPORT ELEMENT COMPOSITE WOOD AND fiber-reinforced plastic. |
ITPG20110032A1 (en) * | 2011-10-25 | 2012-01-24 | Paolo Felici | JUNCTION SYSTEMS IN PULTRUSE (ALSO DETAILED) OF STRUCTURAL ELEMENTS IN WOOD OR OTHER MATERIALS, BETWEEN THEM OR OTHER STRUCTURAL SUPPORTS. IMPROVEMENT AND UPDATE TO THE INDUSTRIAL INVENTION PATENT No. 0001385817 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT89142B (en) * | 1921-06-01 | 1922-08-10 | Johann Pausz | Truss reinforcement. |
DE731376C (en) * | 1940-08-11 | 1943-02-09 | Wilhelm Neuscheler | Force transmitting connection between two components, especially for aircraft |
DE862659C (en) * | 1942-11-05 | 1953-01-12 | Paul Meltzer | Rod connection for timber frameworks by means of node plates |
US2912940A (en) * | 1952-08-26 | 1959-11-17 | Baroni Giorgio | Roof construction |
GB846599A (en) * | 1957-01-25 | 1960-08-31 | Victor Michel | Improvements in or relating to beams or girders of wood with metal reinforcements |
DE1870593U (en) * | 1963-01-22 | 1963-04-18 | Greimbau Lizenz Gmbh | TRUSS-LIKE COMPONENT WITH WOODEN BELTS. |
-
1964
- 1964-01-10 DE DE19641484128 patent/DE1484128B1/en active Pending
- 1964-05-15 AT AT425964A patent/AT255724B/en active
- 1964-10-28 FR FR8167A patent/FR1461356A/en not_active Expired
-
1965
- 1965-01-05 GB GB36265A patent/GB1089784A/en not_active Expired
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT89142B (en) * | 1921-06-01 | 1922-08-10 | Johann Pausz | Truss reinforcement. |
DE731376C (en) * | 1940-08-11 | 1943-02-09 | Wilhelm Neuscheler | Force transmitting connection between two components, especially for aircraft |
DE862659C (en) * | 1942-11-05 | 1953-01-12 | Paul Meltzer | Rod connection for timber frameworks by means of node plates |
US2912940A (en) * | 1952-08-26 | 1959-11-17 | Baroni Giorgio | Roof construction |
GB846599A (en) * | 1957-01-25 | 1960-08-31 | Victor Michel | Improvements in or relating to beams or girders of wood with metal reinforcements |
DE1870593U (en) * | 1963-01-22 | 1963-04-18 | Greimbau Lizenz Gmbh | TRUSS-LIKE COMPONENT WITH WOODEN BELTS. |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3923471A1 (en) * | 1989-07-15 | 1991-01-24 | Martin Trautz | Wooden structure with laminated members - has joints formed from metal plates between laminations of wood |
Also Published As
Publication number | Publication date |
---|---|
AT255724B (en) | 1967-07-25 |
GB1089784A (en) | 1967-11-08 |
FR1461356A (en) | 1966-12-09 |
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