DE1091594B - Components for bridges, collapsible halls, armor or the like. - Google Patents

Components for bridges, collapsible halls, armor or the like.

Info

Publication number
DE1091594B
DE1091594B DEH29175A DEH0029175A DE1091594B DE 1091594 B DE1091594 B DE 1091594B DE H29175 A DEH29175 A DE H29175A DE H0029175 A DEH0029175 A DE H0029175A DE 1091594 B DE1091594 B DE 1091594B
Authority
DE
Germany
Prior art keywords
components
chords
components according
fork
tabs
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
Application number
DEH29175A
Other languages
German (de)
Inventor
Dipl-Ing Emil Mauri Huennebeck
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from DEH26806A external-priority patent/DE1058534B/en
Priority claimed from DE1956H0023301 external-priority patent/DE1738777U/en
Application filed by Individual filed Critical Individual
Priority to DEH29175A priority Critical patent/DE1091594B/en
Priority claimed from DE1957H0023970 external-priority patent/DE1745003U/en
Priority claimed from DE1957H0023971 external-priority patent/DE1745004U/en
Priority claimed from DE1957H0023972 external-priority patent/DE1745005U/en
Priority to CH4514357A priority patent/CH364605A/en
Priority to FR1174251D priority patent/FR1174251A/en
Publication of DE1091594B publication Critical patent/DE1091594B/en
Pending legal-status Critical Current

Links

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
    • E04B1/19—Three-dimensional framework structures
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00—Movable or portable bridges; Floating bridges
    • E01D15/12—Portable or sectional bridges
    • E01D15/133—Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D6/00—Truss-type bridges
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • E04C3/40—Arched girders or portal frames of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
    • E04G11/56—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like of telescopic type
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/30—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
    • E04B1/19—Three-dimensional framework structures
    • E04B1/1903—Connecting nodes specially adapted therefor
    • E04B2001/1918—Connecting nodes specially adapted therefor with connecting nodes having flat radial connecting surfaces
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1936—Winged profiles, e.g. with a L-, T-, U- or X-shaped cross section
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1942—Struts adjustable in length
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1951—Struts specially adapted therefor uninterrupted struts situated in the outer planes of the framework
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1957—Details of connections between nodes and struts
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1957—Details of connections between nodes and struts
    • E04B2001/1963—Screw connections with axis at an angle, e.g. perpendicular, to the main axis of the strut
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1975—Frameworks where the struts are directly connected to each other, i.e. without interposed connecting nodes or plates
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1978—Frameworks assembled from preformed subframes, e.g. pyramids
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G2011/505—Girders, beams, or the like as supporting members for forms with nailable or screwable inserts

Description

Bauelemente für Brücken, zerlegbare Hallen, Rüstungen od. dgl. Die Erfindung bezweckt eine weitere Ausbildung von Bauelemente für Brücken, zerlegbare Hallen, Rüstungen od. dgl. nach dem Hauptpatent, die in der Seitenansicht trapezförmig ausgebildet sind und deren Untergurte durch längenveränderliche Mittel verbunden sind. Nach dem Hauptpatent bilden die aneinander angeschlossenen und übereinander angeordneten Bauelemente ein ebenes Tragwerk, in dem die auf das Tragwerk wirkenden Kräfte dementsprechend nur in der Erstreckungsebene der Bauelemente abgetragen werden.Components for bridges, collapsible halls, armor or the like. The The invention aims to provide a further construction of components for bridges that can be dismantled Halls, armor or the like according to the main patent, which is trapezoidal in the side view are formed and their lower chords connected by means of variable length are. According to the main patent, they are connected and superimposed arranged structural elements form a flat structure, in which the acting on the structure Accordingly, forces are only dissipated in the plane of extent of the components.

Der Erfindung liegt dieAufgabe zugrunde, derartige Bauelemente auch zum Erstellen räumlicher Tragwerke zu verwenden. Diese Aufgabe wird erfindungsgemäß dadurch. gelöst, daß die die Untergurte und/ oder Obergurte verbindenden Mittel zwischen in derselben Ebene angeordneten, aufeinanderfolgenden Bauelementen derart ausgebildet sind, daß an sie gleiche oder gleichartige Bauelemente angeschlossen werden können, deren Erstreckungsebenen mit der Erstreckungseb-eue der anderen Bauelemente einen Winkel einschließen. Weitere Merkmale der Erfindung sind Gegenstand der Unteransprüche.The invention is based on the object, components of this type as well to use to create spatial structures. This object is achieved according to the invention through this. solved that the lower chords and / or upper chords connecting means between successive components arranged in the same plane in this way are designed that the same or similar components are connected to them whose planes of extension can be compared with the extension levels of the other components include an angle. Further features of the invention are the subject of the subclaims.

Die Ausbildung der Verbindungsmittel wird an Hand der Zeichnung weiter erläutert. Es zeigt Fig. 1 einen. Querschnitt durch einen Verbindungskörper, den durch mehrere ebene, unter rechten Winkeln zueinander angeordnete Tragwerke zu einem räumlichen Tragwerk verbunden. sind, Fig. 2 eine Aufsicht auf eine andere Ausbildung des Verbindungsmittels zweier ebener Tragwerke, die einen spitzen Winkel miteinander einschließen, Fig. 3 eine Seitenansicht der Verbindungsstelle nach dem Ausführungsbeispiel gemäß Fig.1 mit einem Verbindungskörper, der sich vom 0bergurtbereich bis in den Untergurtbere ch erstreckt, Fig. 4 zwei sich unter einem rechten Winkel kreuzende Spannschlösser eines räumlichen Tragwerkes, das aus. sich unter einem Winkel von 90° erstreckenden Bauelementen zusammengesetzt ist, und Fig.5 eine Aufsicht auf die Verbindungsstelle zweier ebener Tragwerke, die sich unter einem Winkel von. 90° kreuzen, mit einer anderen Ausbildung des Verbindungsmittels.The design of the connecting means is continued on the basis of the drawing explained. It shows Fig. 1 a. Cross section through a connecting body, the through several level structures arranged at right angles to one another to form one spatial structure connected. Fig. 2 is a plan view of another embodiment the connecting means of two flat structures that form an acute angle with each other include, Fig. 3 is a side view of the connection point according to the embodiment according to Figure 1 with a connecting body that extends from the 0bergurtbereich to the Untergurtbere ch extends, Fig. 4 two intersecting at a right angle Turnbuckles of a spatial structure that consists of. at an angle of 90 ° extending components is assembled, and Fig.5 is a plan view the junction of two flat structures at an angle of. Cross 90 °, with a different design of the lanyard.

Der Einfachheit halber sind in den Ausführungsbeispielen nur Bauelemente dargestellt, die aneinander angeschlossen. sind.For the sake of simplicity, there are only components in the exemplary embodiments shown connected to each other. are.

Will man, beispielsweise vier Bauelemente I, II, III, IV zu einem räumlichen Tragwerk verbinden, so kann man die Enden jedes Bauelementes an einem Verbindungskörper anlenken, der beispielsweise gemäß Fig.1 aus zwei zusammengeschweißten. U-Profilen 1, 2 besteht. Der aus den beide U-Profilen gebildete Verbindungskörper ist an jeder seiner vier Flächen 3, 4, 5, 6 mit Laschen 7, 8 bzw. 9, 10 versehen. Der Abstand zwischen den einander zugewandten Flächen der Laschen 7, 8 ist kleiner als der Abstand zwischen den, einander zugewandten Flächen der Laschen 9, 10, da die an jedem der beiden Enden der Bauelemente I bis IV befestigten Laschen 11, 12 bzw. 13, 14 ebenfalls einen verschiedenen Abstand voneinander aufweisen. jede der Laschen 7, 8 bzw. 9, 10 ist ebenso wie jedes der Laschen 11, 12 bzw. 13, 14 mit je einer Bohrung versehe, durch die Bolzen hindurchgesteckt werden können. Die Achsen der Bohrungen bzw. Bolzen sind mit 15 bezeichnet. Selbstverständlich kann man an den Obergurten, statt der Laschen auch Gabelköpfe oder andere, die gleiche Aufgabe erfüllende Glieder anordnen, die, dann mit den die Obergurte bildenden Profilstäben 16, 17 zweckmäßigerweise verschweißt werden. Die Profilstäbe 16, 17 können aus offenen und geschlossenen Profilen bestehen; sie sind untereinander durch mehrere Abstandhalter 18 und mit dem oder den U ntergurtprofilen 19 über Diagonalstäbe 20, 21 verbunden (Fig.3).If, for example, four components I, II, III, IV are to be connected to form a three-dimensional structure, the ends of each component can be linked to a connecting body which, for example, as shown in FIG. U-profiles 1, 2 consists. The connecting body formed from the two U-profiles is provided with tabs 7, 8 and 9, 10 on each of its four surfaces 3, 4, 5, 6. The distance between the facing surfaces of the tabs 7, 8 is smaller than the distance between the facing surfaces of the tabs 9, 10, since the tabs 11, 12 and 13, which are attached to each of the two ends of the components I to IV, 14 also have a different distance from one another. each of the tabs 7, 8 or 9, 10, like each of the tabs 11, 12 or 13, 14, is provided with a bore through which bolts can be inserted. The axes of the bores or bolts are denoted by 15. Of course, instead of the tabs, fork heads or other members performing the same task can be arranged on the upper chords, which are then expediently welded to the profile rods 16, 17 forming the upper chords. The profile bars 16, 17 can consist of open and closed profiles; they are connected to one another by several spacers 18 and to the lower belt profile (s) 19 via diagonal bars 20, 21 (FIG. 3).

Sollen sich zwei ebene Tragwerke unter einem spitzen Winkel kreuzen, so muß man das Verbindungsmittel entsprechend gestalten. Fig. 2 zeigt einen hierfür gereigneten Verbindungskörper 22 mit den angeschlossenen Bauelementen. Soweit es, sich um die gleichen Teile handelt, sind diese in der Figur mit denselben Bezugszahlen versehen wie in Fig. 1. Sollen, sich mehr als zwei ebene Tragwerke im Bereich der Verbindungsstelle kreuzen, so kann man an dem Verbindungskörper 22 noch weitere Laschen od. dgl. an den Flächen 23, 24 anordnen oder die Form des Körpers verändern entsprechend dem Winkel, unter dem sich die Tragwerke kreuzen sollen.If two flat structures should cross at an acute angle, so you have to design the lanyard accordingly. Fig. 2 shows one for this Appropriate connecting body 22 with the connected components. As far as If the same parts are involved, these are given the same reference numbers in the figure provided as in Fig. 1. Should, more than two level structures in the area of the Cross connection points, so one can still further on the connection body 22 Arrange tabs or the like on the surfaces 23, 24 or the shape of the body change corresponding to the angle at which the structures are to cross.

Jeder Verbindungskörper nach Fig. 1 bzw. Fig.2 kann so ausgebildet werden, daß er nur zur Verbindung der Obergurte dient. Man kann ihn aber auch so hoch wählen, daß er zur Verbindung der Obergurte und der Untergurte der Bauelemente dient, wie dies Fig. 3 zeigt. Hier sind zwei sich in derselben Ebene erstreckende Bauelemente an dem Verbindungskörper 25 angeschlossen, und zwar im Obergurt durch Bolzen und im U ntergurthereich durch Spannschlösser 26,27. jedes Spannschloß ist an seinem einen Ende durch einen Bolzen 28 am Untergurt 19 eines der Bauelemente und mittels eines Bolzens 29 an den Laschen 30, 31 des Körpers 25 befestigt. Durch Drehen der Spannschlösser können die einzelnen Bauelemente bzw. ihre Obergurte gegeneinander geneigt werden, so daß hierdurch dem gesamten Bauwerk oder Tragwerk die gewünschte Form gegeben werden kann.Each connecting body according to Fig. 1 or Fig. 2 can be designed so that it only serves to connect the upper chords. But you can also choose it so high that it serves to connect the upper chords and the lower chords of the components, as shown in FIG. Here two components extending in the same plane are connected to the connecting body 25, namely in the upper belt by bolts and in the lower belt area by turnbuckles 26, 27 . each turnbuckle is fastened at one end by a bolt 28 to the lower flange 19 of one of the structural elements and by means of a bolt 29 to the tabs 30, 31 of the body 25. By turning the turnbuckles, the individual structural elements or their upper chords can be inclined relative to one another, so that the desired shape can be given to the entire structure or structure.

Sieht man nur im Obergurtbereich sich kreuzender Bauelemente einen Verbindungskörper vor, so verbindet man die Untergurte durch zwei Spannschlösser, die sich, wenn die Systemlinien der Untergurte in einer Ebene liegen, durchdringen müssen. Für diesen Zweck geeignete Spannschlösser zeigt Fig.4, in der das Schloß 32 so gestaltet ist, daß das andere Schloß 33 durch die öffnung 34 des Schlosses 32 hindurchfassen kann. Liegen die Systemlinien der Gurte von vier Bauelementen nicht in einer Ebene, dann brauchen sich die die Untergurte der vier Bauelemente verbindenden Spannschlösser nicht zu durchdringen, da sie ja in diesem Fall übereinanderliegen. Man kann dann gleichartige Spannschlösser verwenden.If one only sees one in the upper chord area of intersecting structural elements Connecting body, so you connect the lower chords with two turnbuckles, which interpenetrate when the system lines of the lower chords lie in one plane have to. Suitable turnbuckles for this purpose are shown in Fig. 4, in which the lock 32 is designed so that the other lock 33 through the opening 34 of the lock 32 can reach through. Are the system lines of the belts of four structural elements not in one level, then the lower chords of the four components need each other connecting turnbuckles not to penetrate, because in this case they are on top of each other. You can then use similar turnbuckles.

Wie Fig. 5 zeigt, kann der die Laschen 11, 12 bzw. 13, 14 und damit die Obergurte zweier aneinander anzuschließender Bauelemente gelenkig verbindende Bolzen 35 mit einem Gabelstück 36 versehen sein, an dessen Köpfen 37, 38 die Laschen 11, 12 eines anderen Bauelementes angeschlossen sind. Die Profilstäbe 16, 17 der Obergurte der beiden aneinander angeschlossenen Bauelemente, die sich in derselben Ebene erstrecken, werden mit je einer Lasche 39, 40 versehen, die, wie die anderen Laschen, je eine Bohrung aufweisen. Durch die Bohrungen der Laschen 39, 40 und 13, 14 ist ein Bolzen 41 gesteckt. Zwischen dem Gabelstück 36 und dem dem Gabelstück 36 zugewandten Gurt des Profilstahls bzw. der am Profilstab 17 befestigten Lasche 12 sind Futterbleche 42 angeordnet, die gegenüber dem Gabelstück 36 gesichert sind, so daß die über das Gabelstück 36 übertragenen Kräfte unmittelbar auf die sich quer zu dem Gabelstück erstreckenden Bauelemente weitergeleitet werden. Statt der Laschen 39, 40 kann man mit dem Bolzen 35 auch - wie gestrichelt eingezeichnet - ein Gabelstück 43 lösbar verbinden, beispielsweise über einen Bolzen 44, der zur Sicherung des Bolzens 35 ohnehin vorgesehen sein muß. Der Bolzen 35 wird also fast symmetrisch ausgebildet, da nur die Gabelstücke 36, 43 verschieden breit sind und das Gabelstück 43 vom Bolzen 35 gelöst werden kann.As Fig. 5 shows, the tabs 11, 12 or 13, 14 and thus the upper chords of two components to be connected to each other articulated bolt 35 can be provided with a fork piece 36, on whose heads 37, 38 the tabs 11, 12 of another Component are connected. The profile bars 16, 17 of the upper chords of the two components connected to one another, which extend in the same plane, are each provided with a tab 39, 40 which, like the other tabs, each have a bore. A bolt 41 is inserted through the bores of the tabs 39, 40 and 13, 14. Between the fork piece 36 and the fork piece 36 facing belt of the section steel or the tab 12 attached to the section bar 17, lining plates 42 are arranged, which are secured against the fork piece 36, so that the forces transmitted via the fork piece 36 directly on the transversely the fork piece extending components are passed on. Instead of the tabs 39, 40 one can also releasably connect a fork piece 43 to the bolt 35 - as shown in dashed lines - for example via a bolt 44 which must be provided to secure the bolt 35 anyway. The bolt 35 is thus formed almost symmetrically, since only the fork pieces 36, 43 are of different widths and the fork piece 43 can be detached from the bolt 35.

Selbstverständlich kann man den Verbindungsmitteln auch eine andere Gestalt geben, beispielsweise als Hohlzylinder, der gegebenenfalls ausgesteift sein kann.Of course, you can also use a different connection means Give shape, for example as a hollow cylinder, which may be stiffened if necessary can.

Claims (1)

PATENTANSPRÜCHE: 1. Bauelemente für Brücken, zerlegbare Hallen, Rüstungen od. dgl., die in der Seitenansicht trapezförmig ausgebildet sind und deren Untergurte durch längenveränderliche Mittel verbunden sind, nach Patent 1058 534, dadurch gekennzeichnet, daß die die Untergurte und/oder Obergurte verbindenden Mittel zwischen in derselben Ebene angeordneten, aufeinanderfolgenden Bauelementen derart ausgebildet sind, daß an sie gleiche oder gleichartige Bauelemente angeschlossen werden können, deren Erstreckungsehenen mit der Erstreckungsebene der anderen Bauelemente einen Winkel einschließen. z. Bauelemente nach Anspruch 1, dadurch gekennzeichnet, daß die Verbindungsmittel aus Körpern (22, 25) bestehen, die mit Bohrungen versehene Gabelköpfe, Laschen (7, 8, 9, 10; 30, 31) od. dgl. aufweisen (Fig. 1 bis 3). 3. Bauelemente nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Verbindungsmittel, die zum Anschließen von sich in anderen Ebenen erstreckenden Bauelementen dienen, nur zwischen den Obergurten angeordnet sind. 4. Bauelemente nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Verbindungsmittel bzw. Verbindungskörper (25) so ausgebildet sind, daß an sie sowohl die Obergurte (16,17) als auch die Untergurte (19) der Bauelemente angeschlossen werden können (Fig. 3). 5. Bauelemente nach einem oder mehreren der Ansprüche 2 bis 4, dadurch gekennzeichnet, da,ß der Abstand der Außenflächen der Gabelköpfe oder Laschen (7, 8; 9, 10), die zum Anschließen des Obergurtes bzw. Untergurtes eines Bauelementes dienen, kleiner oder größer ist als der entsprechende Abstand zwischen den Außenflächen der in derselben Höhe angeordneten Gabelköpfe oder Laschen (11, 12 bzw. 13,14) zum Anschließen anderer Bauelemente (Fig. 1 und 2). 6. Bauelemente nach Anspruch 5, dadurch gekennzeichnet, daß der Abstand zwischen den Gabelköpfen bzw. Laschen (7, 8; 9, 10) des Verbindungskörpers, an denen sich in derselben Ebene erstreckende Bauelemente angeschlossen sind, verschieden groß ist (Fig. 1 und 2). 7. Bauelemente nach einem oder mehreren der Ansprüche 2 bis 6, dadurch gekennzeichnet, daß der Verbindungskörper als Hohlzylinder oder vier-oder mehreckig ausgebildet ist (Fig. 1 und 2). B. Bauelemente nach Anspruch 1, dadurch gekennzeichnet, daß die Obergurte (16, 17) in derselben Erstreckungsebene angeordneter, aufeinanderfolgender Bauelemente durch Bolzen (35) verbunden sind, die an einem Ende mit einem Gabelstück (36) versehen sind, an dem ein weiteres Bauelement angeschlossen werden kann, daß an jedem der beiden in derselben Ebene angeordneten, sich quer zum Bolzen erstreckenden Bauelemente je eine Lasche (39, 40) od. dgl. befestigt ist und daß der Abstand. der beiden Laschen (39, 40) voneinander kleiner oder größer ist als der Abstand der Gabelköpfe (37, 38) des Verbindungsbolzens (35 in Fig. 5). 9. Bauelemente nach Anspruch 1, dadurch gekennzeichnet, daß die Obergurte in derselben Erstreckungsebene angeordneter, aufeinanderfolgender Bauelemente durch Bolzen (35) verbunden sind, die an einem Ende mit einem festen Gabelstück (36) und am anderen Ende mit einem lösbaren Gabelstück (43) versehen sind. 10. Bauelemente nach Anspruch 3 oder nach einem oder mehreren der Ansprüche 5 bis 9, dadurch gekennzeichnet, daß die Untergurte von Bauelementen, die in mindestens zwei sich unter einem Winkel zueinander erstreckenden Ebenen angeordnet sind, durch Spannschlösser (32, 33) verschiedener Ausbildung verbunden sind. 11. Bauelemente nach Anspruch 10, dadurch gekennzeichnet, daß von zwei sich unter einem Winkel kreuzenden Spannschlössern (32, 33) das eine so, ausgebildet ist, daß es durch das andere hindurchgesteckt werden kann (Fig.4). 12. Bauelemente nach Anspruch 10, dadurch gekennzeichnet, daß von mindestens zwei sich kreuzenden Spannschlössern das eine größere Länge aufweist als das andere bzw. die anderen. PATENT CLAIMS: 1. Components for bridges, collapsible halls, armor or the like, which are trapezoidal in the side view and whose lower chords are connected by means of variable length, according to patent 1058 534, characterized in that the lower chords and / or upper chords connecting Means between successive components arranged in the same plane are designed such that identical or similar components can be connected to them, the extension lines of which enclose an angle with the extension plane of the other components. z. Structural elements according to claim 1, characterized in that the connecting means consist of bodies (22, 25) which have fork heads, brackets (7, 8, 9, 10; 30, 31) or the like provided with bores (Figs. 1 to 3). 3. Components according to claim 1 or 2, characterized in that the connecting means, which are used to connect components extending in other planes, are arranged only between the upper chords. 4. Components according to claim 1 or 2, characterized in that the connecting means or connecting body (25) are designed so that both the upper chords (16, 17) and the lower chords (19) of the components can be connected to them (Fig . 3). 5. Components according to one or more of claims 2 to 4, characterized in that ß the distance between the outer surfaces of the fork heads or tabs (7, 8; 9, 10) which are used to connect the upper chord or lower chord of a component is smaller or greater than the corresponding distance between the outer surfaces of the fork heads or tabs (11, 12 or 13, 14) arranged at the same height for connecting other components (FIGS. 1 and 2). 6. Components according to claim 5, characterized in that the distance between the fork heads or tabs (7, 8; 9, 10) of the connecting body, to which components extending in the same plane are connected, is of different sizes (Fig. 1 and 2). 7. Components according to one or more of claims 2 to 6, characterized in that the connecting body is designed as a hollow cylinder or square or polygonal (Fig. 1 and 2). B. Components according to claim 1, characterized in that the upper chords (16, 17) arranged in the same plane of extension, successive components are connected by bolts (35) which are provided at one end with a fork piece (36) on which another Component can be connected that a tab (39, 40) or the like is attached to each of the two components arranged in the same plane and extending transversely to the bolt, and that the distance. of the two straps (39, 40) from one another is smaller or larger than the distance between the fork heads (37, 38) of the connecting bolt (35 in FIG. 5). 9. Components according to claim 1, characterized in that the upper chords arranged in the same plane of extension, successive components are connected by bolts (35) which at one end with a fixed fork piece (36) and at the other end with a detachable fork piece (43) are provided. 10. Components according to claim 3 or one or more of claims 5 to 9, characterized in that the lower chords of components which are arranged in at least two planes extending at an angle to one another, connected by turnbuckles (32, 33) of different design are. 11. Components according to claim 10, characterized in that of two turnbuckles (32, 33) crossing at an angle, one is designed so that it can be inserted through the other (Figure 4). 12. Components according to claim 10, characterized in that of at least two crossing turnbuckles which has a greater length than the other or the other.
DEH29175A 1956-04-17 1957-01-30 Components for bridges, collapsible halls, armor or the like. Pending DE1091594B (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DEH29175A DE1091594B (en) 1956-04-17 1957-01-30 Components for bridges, collapsible halls, armor or the like.
CH4514357A CH364605A (en) 1956-04-17 1957-04-17 Set of construction elements to create collapsible halls, bridges or scaffolding
FR1174251D FR1174251A (en) 1956-04-17 1957-04-17 building components for the establishment of demountable hangars, bridges, scaffolding or the like

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
DEH0026801 1956-04-17
DEH26806A DE1058534B (en) 1956-04-18 1956-04-18 Component for bridges, collapsible halls, armor or the like.
DE1956H0023301 DE1738777U (en) 1956-11-16 1956-11-16 SUPPORT FOR STRUCTURES.
DEH0029175 1957-01-30
DE1957H0023970 DE1745003U (en) 1957-01-30 1957-01-30 FORCE TRANSFER LINK ON UPPER STRAPS OF STRUCTURAL ELEMENTS FOR THE CREATION OF HALLS, BRIDGES, EQUIPMENT, OD DGL.
DEH29175A DE1091594B (en) 1956-04-17 1957-01-30 Components for bridges, collapsible halls, armor or the like.
DE1957H0023971 DE1745004U (en) 1957-01-30 1957-01-30 SPACERS FOR C-SHAPED CROSS-SECTION OF PROFILE BARS, RUNNING PARALLEL.
DE1957H0023972 DE1745005U (en) 1957-01-30 1957-01-30 FORCE TRANSFER LINK ON BELOW CHARTS OF BUILDING ELEMENTS FOR THE CREATION OF HALLS, BRIDGES, RESTORING, OD. DGL.

Publications (1)

Publication Number Publication Date
DE1091594B true DE1091594B (en) 1960-10-27

Family

ID=27570690

Family Applications (1)

Application Number Title Priority Date Filing Date
DEH29175A Pending DE1091594B (en) 1956-04-17 1957-01-30 Components for bridges, collapsible halls, armor or the like.

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Country Link
CH (1) CH364605A (en)
DE (1) DE1091594B (en)
FR (1) FR1174251A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4240270A1 (en) * 1992-12-01 1994-06-09 Krupp Foerdertechnik Gmbh Removable bridge
US6131357A (en) * 1998-12-03 2000-10-17 Martin-Lunas Sourdeau; Alejandro Modular articulated beam with variable geometry and length

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1214373B (en) * 1961-05-30 1966-04-14 Roehren Und Roheisengrosshande Truss-like steel light beam, in particular armor beam
DE1282287B (en) * 1962-08-29 1968-11-07 Uranus Trust Reg Fa Half-timbered armor support
FR2209031B1 (en) * 1972-12-06 1976-10-29 Dolleans Const Expl Agri
EP0055034A3 (en) * 1980-11-28 1983-01-05 Clyde Canvas Goods and Structures Limited Building arch
FI822011L (en) * 1981-06-18 1982-12-19 Mark Whitby FOERBAETTRING AV RAMKONSTRUKTION
ES2020480A6 (en) * 1990-06-22 1991-08-01 Const Desmontab Tubulares Approved modular shoring system.
US5649781A (en) * 1995-05-30 1997-07-22 Abb Air Preheater, Inc. Linkage mechanism between structural members

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4240270A1 (en) * 1992-12-01 1994-06-09 Krupp Foerdertechnik Gmbh Removable bridge
US5423101A (en) * 1992-12-01 1995-06-13 Krupp Fordertechnik Gmbh Dismountable bridge with tension elements and adjustable boom
US6131357A (en) * 1998-12-03 2000-10-17 Martin-Lunas Sourdeau; Alejandro Modular articulated beam with variable geometry and length

Also Published As

Publication number Publication date
CH364605A (en) 1962-09-30
FR1174251A (en) 1959-03-09

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