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EP1486628B1 - Truss - Google Patents

Truss Download PDF

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Publication number
EP1486628B1
EP1486628B1 EP04013473A EP04013473A EP1486628B1 EP 1486628 B1 EP1486628 B1 EP 1486628B1 EP 04013473 A EP04013473 A EP 04013473A EP 04013473 A EP04013473 A EP 04013473A EP 1486628 B1 EP1486628 B1 EP 1486628B1
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EP
European Patent Office
Prior art keywords
plane
portions
strut
serpentine
chords
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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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EP04013473A
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German (de)
French (fr)
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EP1486628A1 (en
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Kaiser-Omnia Bausysteme Vertriebsgesellschaft mbH
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Kaiser-Omnia Bausysteme Vertriebsgesellschaft mbH
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Publication of EP1486628A1 publication Critical patent/EP1486628A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065Light-weight girders, e.g. with precast parts

Definitions

  • the present invention relates to a lattice girder, and more particularly to a girder for use in prefabricated walls and ceilings.
  • Lattice girders have long been known as reinforcing elements in reinforced concrete construction.
  • a lattice girder which consists of three lower chords, a single upper chord, a strut snake, and cross struts.
  • the three lower chords are arranged parallel to one another at intervals from one another in a plane and welded to the transverse struts which are perpendicular to the lower chords.
  • the upper flange is arranged parallel to the lower chords and with respect to the plane defined by the lower chords plane perpendicular to the middle lower chord at a distance from this.
  • the strut snake connects the straps in the order of upper strap, middle strap, left strap, middle strap, upper strap, middle strap, right strap, middle strap, upper strap and then again in that order, with the connection of the upper strap to the middle strap substantially perpendicular to the plane defined by the lower chords, and the connection from the lower chord to the lateral chords is substantially parallel to the plane defined by the lower chords.
  • a lattice girder with a so-called T-shape is described as the prior art, which consists of two lower chords, a single upper chord, and a strut snake, the connection of the upper chord with lower chords in the order upper chord, first lower chord, Upper girth, second lower girth, upper girth and in this order further.
  • the course of the strut snake is initially substantially perpendicular to the plane defined by the lower chord from the upper flange to the lower chord, and then substantially parallel to the plane defined by the lower chord.
  • DE 40 36 293 A discloses a lattice girder with two lower chords, a top chord and a strut snake.
  • the object of the invention is to provide a lattice girder offering advantages in use in prefabricated walls and ceilings, for example with regard to the spacing between insulating elements, and uses thereof.
  • the lattice girder 1 has a first lower chord 11 and a second lower chord 12, a first upper chord 21 and a second upper chord 22, and a strut coil 30 connecting the lower chords and the upper chords.
  • the lower and upper straps 11, 12, 21, 22 are in the same longitudinal direction straight extending metal rods.
  • the metal rods have a round cross-section with the diameter x (see Fig. 1d)).
  • the strut coil is also a bar iron having a diameter y (typically 5 mm ⁇ x, y ⁇ 10 mm).
  • the first upper flange 21 and the second upper flange 22 extend parallel to each other in a second plane and at a second distance corresponding to the diameter y of the strut coil 30.
  • the second level is parallel to and at a third distance (b - x) from the first level.
  • the strut coil 30 has four types of sections connected to each other in a particular sequence to the continuous strut coil 30.
  • the first section 31 is parallel to the first plane and contacts the first lower chord 11.
  • the second section 32 is perpendicular to the first plane in the third plane.
  • the third portion 33 lies in the third plane and contacts the first and the second top chords 21, 22.
  • the fourth portion 34 like the first portion 31, is parallel to the first plane and contacts the second bottom chord 12.
  • the first portions 31 are each connected at at least one point to the first lower chord 11 by welding.
  • the third sections 33 are each connected at at least one point to the first and / or second upper belt 21, 22 by welding.
  • the fourth sections 34 are each connected at at least one point to the second lower flange 12 by welding.
  • the portions in the sequence are the first portion, the second portion, the third portion, the second portion, the fourth portion, the second portion, the third portion, the second portion, the first portion, the second portion, etc. (ie, 1,2,3, 2,4,2,3,2,1,2,3,2,4,2,3,2,1 ...) connected to a continuous strut coil 30.
  • first and second lower chords 11, 12 and the first and fourth portions 31, 34 are not only parallel to each other but in the same plane (the first plane).
  • the sections of the strut serpentine which run at right angles to each other, do not have a right-angled transition but a transition section with a radius of curvature.
  • the radius of curvature is, depending on the diameter y of the strut coil 30 and the machine used for the production to choose.
  • the strut coil sections 32 are substantially straight in the third plane, and in the first embodiment, the second sections 32 are perpendicular to the third plane at an angle ⁇ ⁇ relative to the first plane.
  • the second preferred embodiment of the lattice girder will now be described with reference to FIG.
  • the same reference numerals as in Fig. 1 denote corresponding parts or portions.
  • the difference between the first and second embodiments is that the third portions 33 extend over a certain length (about e - 2 times the inner radius of curvature of the transition to the second portions 32) parallel to the upper chords 21, 22.
  • the second portions 32 of the strut coil also extend in a perpendicular projection to the third plane at an angle of ⁇ ⁇ relative to the first plane.
  • the second sections 32 could also be at right angles to the first plane, as is the case in the third embodiment, which is described below ,
  • Fig. 3 showing the third preferred embodiment, the same reference numerals designate corresponding parts or portions as in the first and second embodiments.
  • the third embodiment differs from the first and second embodiments in that the first, third and fourth portions 31, 33, 34 of the strut serpentine each extend over a predetermined length parallel to the top straps or bottom straps contacting them.
  • the second portions 32 of the strut coil extend in a perpendicular projection on the third plane perpendicular to the first plane.
  • the second sections 32 extend at an angle relative to the first plane, as in the first and second embodiments.
  • the first to third embodiments have in common that the lower chords lie in the same plane as the first and fourth sections of the strut coil.
  • the height of the parts of the lattice girder extending parallel to the first plane is equal to the larger of the two diameters x and y of the lower chords and the strut snake.
  • the first to third embodiments further have in common that the second portions 32 of the strut coil are all in the third plane, which is perpendicular to the first plane.
  • the first to third embodiments further have in common that two upper straps are provided, which are mounted in the height direction of the lattice girder laterally on the strut coil.
  • the fourth, fifth and sixth embodiments will now be described with reference to Figs.
  • the same reference numerals as in Figs. 1 to 3 denote corresponding parts and portions of the lattice girders.
  • the fourth, fifth and sixth embodiments differ from the first, second and third embodiments only in that the first and second lower chords 11, 12 are not disposed in the same plane as the first and fourth portions 31, 34 of the strut coil 30.
  • the first portions 31 contact the first lower chord 11 respectively at its lower side and the fourth portions 34 also contact the second lower chord 12 at the lower side thereof. It remains (c - 2x) >> y as in Fig. 1d).
  • the first and fourth portions 31, 34 extend parallel to the first plane, respectively, by approximately one-half of the first distance (i.e., the distance of the two bottom chords).
  • the seventh embodiment of the fourth embodiment the eighth embodiment of the fifth embodiment, and the ninth embodiment of the sixth embodiment.
  • the seventh through ninth embodiments may be modified so that the two bottom straps 11, 12 are not located under the first and fourth portions of the strut coil 30, respectively, but in the same plane as the first and fourth portions 31, 34 of the strut coil (as in FIG the first to third embodiments).
  • the distance u is preferably in the range 2y ⁇ u ⁇ f / 3, and more preferably in the range 2y ⁇ u ⁇ 5y.
  • This feature of the loop formation that is, the distance u of the highest point of the section 33 from the second plane, can be provided as a modification in all embodiments.
  • the bottom straps and / or the top straps and / or the strut coil may be formed of steel or stainless steel or galvanized or otherwise coated (also with plastic).
  • Lattice girders for ribbed ceilings or beam ceilings.
  • Lattice girders can also be used advantageously for punching reinforcements.
  • the lattice girders for the reasons mentioned are particularly advantageous.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Panels For Use In Building Construction (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Bridges Or Land Bridges (AREA)
  • Paper (AREA)

Abstract

During the off-site fabrication of building components, concrete panels are cast in a mold with a steel wire reinforcement frame. The frame consists of two parallel base wires (11) separated by a distance, and two top parallel wires (22) separated by a lesser distance. The top and bottom wires (11, 22) are linked by a zigzag wire (32) that is sandwiched and spot-welded at the top, and spot welded to alternating sides at the bottom. The zigzag is at a pitch interval d and angle alpha.

Description

Die vorliegende Erfindung bezieht sich auf einen Gitterträger, und insbesondere einen Gitterträger zur Verwendung in Fertigteilwänden und -decken.The present invention relates to a lattice girder, and more particularly to a girder for use in prefabricated walls and ceilings.

Gitterträger sind als Bewehrungselemente im Stahlbetonbau seit langem bekannt. Beispielhaft wird auf den Gitterträger KT 600 der Kaiser-Omnia Bausysteme GmbH & Co., Frankfurt und die DE 81 15 872 U1 derselben Firma verwiesen.Lattice girders have long been known as reinforcing elements in reinforced concrete construction. By way of example, reference is made to the lattice girder KT 600 of Kaiser-Omnia Bausysteme GmbH & Co., Frankfurt and DE 81 15 872 U1 of the same company.

Beispiele der Anwendung solcher Gitterträger sind beschrieben in Betonwerk+Fertigteil-Technik (BFT), Heft 12/99, Bauverlag GmbH, Am Klingenweg 4a, 65396 Walluf.Examples of the use of such lattice girders are described in Betonwerk + Fertigteil-Technik (BFT), Issue 12/99, Bauverlag GmbH, Am Klingenweg 4a, 65396 Walluf.

Aus der FR 1 374 389 A ist ein Gitterträger bekannt, der aus drei Untergurten, einem einzelnen Obergurt, einer Strebenschlange, und Querstreben besteht. Die drei Untergurte sind parallel zueinander mit Abständen voneinander in einer Ebene angeordnet und mit den Querstreben verschweißt, die senkrecht zu den Untergurten verlaufen. Der Obergurt ist parallel zu den Untergurten und bzgl. der durch die Untergurte aufgespannten Ebene senkrecht über dem mittleren Untergurt in einem Abstand von diesem angeordnet. Die Strebenschlange verbindet die Gurte in der Reihenfolge oberer Gurt, mittlerer Gurt, linker Gurt, mittlerer Gurt, oberer Gurt, mittlerer Gurt, rechter Gurt, mittlerer Gurt, oberer Gurt und dann wieder in dieser Reihenfolge, wobei die Verbindung des Obergurtes mit dem mittleren Gurt im wesentlichen senkrecht zu der durch die Untergurte aufgespannten Ebene und die Verbindung von dem Untergurt zu den seitlichen Gurten im wesentlichen parallel zu der durch die Untergurte aufgespannten Ebene verläuft.From FR 1 374 389 A a lattice girder is known which consists of three lower chords, a single upper chord, a strut snake, and cross struts. The three lower chords are arranged parallel to one another at intervals from one another in a plane and welded to the transverse struts which are perpendicular to the lower chords. The upper flange is arranged parallel to the lower chords and with respect to the plane defined by the lower chords plane perpendicular to the middle lower chord at a distance from this. The strut snake connects the straps in the order of upper strap, middle strap, left strap, middle strap, upper strap, middle strap, right strap, middle strap, upper strap and then again in that order, with the connection of the upper strap to the middle strap substantially perpendicular to the plane defined by the lower chords, and the connection from the lower chord to the lateral chords is substantially parallel to the plane defined by the lower chords.

In der DE 28 40 532 A ist als Stand der Technik ein Gitterträger mit sogenannter T-Form beschrieben, der aus zwei Untergurten, einem einzelnen Obergurt, und einer Strebenschlange besteht, wobei die Verbindung des Obergurts mit Untergurten in der Reihenfolge Obergurt, erster Untergurt, Obergurt, zweiter Untergurt, Obergurt und in dieser Reihenfolge weitererfolgt. Der Verlauf der Strebenschlange ist dabei vom Obergurt zum Untergurt zunächst im wesentlichen senkrecht zu der durch die Untergurte aufgespannten Ebene und dann im wesentlichen parallel zu der durch die im Untergurt aufgespannten Ebene.In DE 28 40 532 A a lattice girder with a so-called T-shape is described as the prior art, which consists of two lower chords, a single upper chord, and a strut snake, the connection of the upper chord with lower chords in the order upper chord, first lower chord, Upper girth, second lower girth, upper girth and in this order further. The course of the strut snake is initially substantially perpendicular to the plane defined by the lower chord from the upper flange to the lower chord, and then substantially parallel to the plane defined by the lower chord.

DE 40 36 293 A offenbart einen Gitterträger mit zwei Untergurten, einem Obengurt und einer Strebenschlange.DE 40 36 293 A discloses a lattice girder with two lower chords, a top chord and a strut snake.

Aufgabe der Erfindung ist es, einen Gitterträger, der Vorteile bei der Verwendung in Fertigteilwänden und -decken zum Beispiel im Hinblick auf den Abstand zwischen Isolierungselementen bietet, und Verwendungen desselben anzugeben.The object of the invention is to provide a lattice girder offering advantages in use in prefabricated walls and ceilings, for example with regard to the spacing between insulating elements, and uses thereof.

Diese Aufgabe wird gelöst durch einen Gitterträger nach Anspruch 1 oder 2 bzw. eine Verwendung nach Anspruch 9 oder 10.This object is achieved by a lattice girder according to claim 1 or 2 or a use according to claim 9 or 10.

Weiterbildungen der Erfindung sind in den Unteransprüchen angegeben.Further developments of the invention are specified in the subclaims.

Weitere Merkmale und Zweckmäßigkeiten der Erfindung ergeben sich aus der Beschreibung von Ausführungsbeispielen anhand der Figuren. Von den Figuren zeigen:

Fig. 1
eine erste Ausführungsform des Gitterträgers;
Fig. 2
eine zweite Ausfühnmgsform des Gitterträgers;
Fig. 3
eine dritte Ausfühnmgsform des Gitterträgers;
Fig. 4
eine vierte Ausführungsform des Gitterträgers;
Fig. 5
eine fiinfte Ausführungsform des Gitterträgers
Fig. 6
eine sechste Ausführungsform des Gitterträgers;
Fig. 7
eine siebte Ausfiihrungsfonn des Gitterträgers;
Fig. 8
eine achte Ausführungsform des Gitterträgers;
Fig. 9
eine neunte Ausführungsform des Gitterträgers; und
Fig. 10
eine zehnte Ausführungsform des Gitterträgers;
wobei in jeder der Figuren die Ansicht a) eine Seitenansicht, die Ansicht b) eine Draufsicht, und die Ansicht c) eine perspektivische Ansicht des jeweiligen Gitterträgers zeigt, und in den Fig. 1, 4, 7 und 10 die Ansicht d) jeweils einen Querschnitt senkrecht zur Längsrichtung der Gurte zeigt, wobei der Querschnitt aus der Fig. 1d) auch den Querschnitt der zweiten und dritten Ausftihrungsforin zeigt, der Querschnitt aus Fig. 4d auch den Querschnitt der fünften und sechsten Ausführungsform zeigt, und der Querschnitt aus der Fig. 7d) auch den Querschnitt der achten und neunten Ausführungsform zeigt.Other features and advantages of the invention will become apparent from the description of embodiments with reference to FIGS. From the figures show:
Fig. 1
a first embodiment of the lattice girder;
Fig. 2
a second Ausfühnmgsform the lattice girder;
Fig. 3
a third Ausfühnmgsform the lattice girder;
Fig. 4
a fourth embodiment of the lattice girder;
Fig. 5
A fifth embodiment of the lattice girder
Fig. 6
a sixth embodiment of the lattice girder;
Fig. 7
a seventh embodiment of the lattice girder;
Fig. 8
an eighth embodiment of the lattice girder;
Fig. 9
a ninth embodiment of the lattice girder; and
Fig. 10
a tenth embodiment of the lattice girder;
wherein in each of the figures the view a) a side view, the view b) a plan view, and the view c) shows a perspective view of the respective lattice girder, and in Figs. 1, 4, 7 and 10, the view d) one each Cross section perpendicular to the longitudinal direction of the straps, wherein the cross section of Fig. 1d) also shows the cross section of the second and third Ausftihrungsforin, the cross section of Fig. 4d also shows the cross section of the fifth and sixth embodiment, and the cross section of FIG. 7d) also shows the cross section of the eighth and ninth embodiments.

Eine erste bevorzugte Ausführungsform der Erfindung wird unter Bezugnahme auf Fig. 1 beschrieben. Wie in Fig. 1c) gut zu erkennen ist, weist der Gitterträger 1 einen ersten Untergurt 11 und einen zweiten Untergurt 12, einen ersten Obergurt 21 und einen zweiten Obergurt 22, und eine Strebenschlange 30, die die Untergurte und die Obergurte verbindet, auf. Die Unter- und Obergurte 11, 12, 21, 22 sind sich in derselben Längsrichtung gerade erstreckende Metallstäbe. Bei der in Fig. 1 gezeigten Ausführungsform weisen die Metallstäbe einen runden Querschnitt mit dem Durchmesser x auf (siehe Fig. 1d)). Die Strebenschlange ist ebenfalls ein Rundeisen, das einen Durchmesser y aufweist (typischerweise 5 mm ≤ x, y ≤ 10 mm).A first preferred embodiment of the invention will be described with reference to FIG. As can be clearly seen in Fig. 1c), the lattice girder 1 has a first lower chord 11 and a second lower chord 12, a first upper chord 21 and a second upper chord 22, and a strut coil 30 connecting the lower chords and the upper chords. The lower and upper straps 11, 12, 21, 22 are in the same longitudinal direction straight extending metal rods. In the embodiment shown in Fig. 1, the metal rods have a round cross-section with the diameter x (see Fig. 1d)). The strut coil is also a bar iron having a diameter y (typically 5 mm ≤ x, y ≤ 10 mm).

Die Anordnung der Untergurte und der Obergurte sowie die Strebenschlange im Querschnitt des Gitterträgers ist in Fig. 1d) gezeigt. Eine solche Anordnung ähnelt der Anordnung eines sogenannten Einhüftträgers.The arrangement of the lower chords and the upper chords and the strut snake in the cross section of the lattice girder is shown in Fig. 1d). Such an arrangement is similar to the arrangement of a so-called Einhüftträgers.

Wie in Fig. 1d) gezeigt ist, der erste Untergurt 11 und der zweite Untergurt 12, die sich parallel erstrecken, liegen in einer ersten Ebene. Der erste und der zweite Untergurt liegen in einem ersten Abstand (c - 2x) voneinander, wobei offensichtlich (c - 2x) >> y, z.B. (c - 2x) = a y mit 3≤ a≤ 30. Der erste Obergurt 21 und der zweite Obergurt 22 erstrecken sich parallel zu einander in einer zweiten Ebene und mit einem zweiten Abstand, der dem Durchmesser y der Strebenschlange 30 entspricht. Die zweite Ebene liegt parallel zu und in einem dritten Abstand (b - x) von der ersten Ebene.As shown in Fig. 1d), the first lower chord 11 and the second lower chord 12, which extend in parallel, lie in a first plane. The first and the second Untergurt lie at a first distance (c - 2x) from each other, where obviously (c - 2x) >> y, for example, (c - 2x) = ay with 3≤ a≤ 30. The first upper flange 21 and the second upper flange 22 extend parallel to each other in a second plane and at a second distance corresponding to the diameter y of the strut coil 30. The second level is parallel to and at a third distance (b - x) from the first level.

Die Strebenschlange 30 weist vier Typen von Abschnitten auf, die miteinander in einer bestimmten Abfolge zu der kontinuierlichen Strebenschlange 30 verbunden sind. Der erste Abschnitt 31 liegt parallel zur ersten Ebene und kontaktiert den ersten Untergurt 11. Der zweite Abschnitt 32 liegt senkrecht zur ersten Ebene in der dritten Ebene. Der dritte Abschnitt 33 liegt in der dritten Ebene und kontaktiert den ersten und den zweiten Obergurt 21, 22. Der vierte Abschnitt 34 liegt, wie der erste Abschnitt 31, parallel zu der ersten Ebene und kontaktiert den zweiten Untergurt 12. Bei der ersten Ausfihrungsforrn sind die ersten Abschnitte 31 jeweils an mindestens einem Punkt mit dem ersten Untergurt 11 durch Schweißen verbunden. Die dritten Abschnitte 33 sind jeweils an mindestens einem Punkt mit dem ersten und/oder zweiten Obergurt 21, 22 durch Schweißen verbunden. Die vierten Abschnitte 34 sind jeweils an wenigstens einem Punkt mit dem zweiten Untergurt 12 durch Schweißen verbunden.The strut coil 30 has four types of sections connected to each other in a particular sequence to the continuous strut coil 30. The first section 31 is parallel to the first plane and contacts the first lower chord 11. The second section 32 is perpendicular to the first plane in the third plane. The third portion 33 lies in the third plane and contacts the first and the second top chords 21, 22. The fourth portion 34, like the first portion 31, is parallel to the first plane and contacts the second bottom chord 12. In the first embodiment the first portions 31 are each connected at at least one point to the first lower chord 11 by welding. The third sections 33 are each connected at at least one point to the first and / or second upper belt 21, 22 by welding. The fourth sections 34 are each connected at at least one point to the second lower flange 12 by welding.

Bei der ersten Ausfiihmngsform sind die Abschnitte in der Abfolge erster Abschnitt, zweiter Abschnitt, dritter Abschnitt, zweiter Abschnitt, vierter Abschnitt, zweiter Abschnitt, dritter Abschnitt, zweiter Abschnitt, erster Abschnitt, zweiter Abschnitt, usw. (also 1,2,3,2,4,2,3,2,1,2,3,2,4,2,3,2,1...) zu einer kontinuierlichen Strebenschlange 30 verbunden.In the first embodiment, the portions in the sequence are the first portion, the second portion, the third portion, the second portion, the fourth portion, the second portion, the third portion, the second portion, the first portion, the second portion, etc. (ie, 1,2,3, 2,4,2,3,2,1,2,3,2,4,2,3,2,1 ...) connected to a continuous strut coil 30.

Bei der ersten Ausführungsform liegen, wie in Fig. 1d) gut zu erkennen ist, der erste und der zweite Untergurt 11, 12 und die ersten und vierten Abschnitte 31, 34 nicht nur parallel zueinander sondern in der selben Ebene (der ersten Ebene).In the first embodiment, as clearly seen in Fig. 1d), the first and second lower chords 11, 12 and the first and fourth portions 31, 34 are not only parallel to each other but in the same plane (the first plane).

Es ist dem Fachmann bereits aus der Betrachtung der Fig. 1 natürlich klar, dass die zum Teil rechtwinklig zueinander verlaufenden Abschnitte der Strebenschlange natürlich keinen rechtwinkligen Übergang, sondern einen Übergangsabschnitt mit einem Krümmungsradius aufweisen. Der Krümmungsradius ist, abhängig vom Durchmesser y der Strebenschlange 30 und der zur Herstellung benutzten Maschine zu wählen.Of course, it is obvious to the person skilled in the art from the consideration of FIG. 1 that the sections of the strut serpentine, which run at right angles to each other, do not have a right-angled transition but a transition section with a radius of curvature. The radius of curvature is, depending on the diameter y of the strut coil 30 and the machine used for the production to choose.

Die Abschnitte 32 der Strebenschlange verlaufen im Wesentlichen geradlinig in der dritten Ebene, und bei der ersten Ausführungsform verlaufen die zweiten Abschnitte 32 in einer senkrechten Projektion auf die dritte Ebene in einem Winkel ± α relativ zu der ersten Ebene.The strut coil sections 32 are substantially straight in the third plane, and in the first embodiment, the second sections 32 are perpendicular to the third plane at an angle ± α relative to the first plane.

Es wird nun die zweite bevorzugte Ausführungsforin des Gitterträgers unter Bezugnahme auf Fig. 2 beschrieben. Dieselben Bezugszeichen wie in Fig. 1 bezeichnen entsprechende Teile oder Abschnitte. Der Unterschied zwischen der ersten und zweiten Ausführungsform liegt darin, dass sich die dritten Abschnitte 33 über eine bestimmte Länge (ca. e - 2-mal der innere Krümmungsradius des Übergangs zu den zweiten Abschnitten 32) parallel zu den Obergurten 21, 22 erstrecken.The second preferred embodiment of the lattice girder will now be described with reference to FIG. The same reference numerals as in Fig. 1 denote corresponding parts or portions. The difference between the first and second embodiments is that the third portions 33 extend over a certain length (about e - 2 times the inner radius of curvature of the transition to the second portions 32) parallel to the upper chords 21, 22.

Bei der zweiten Ausführungsform verlaufen die zweiten Abschnitte 32 der Strebenschlange auch in einer senkrechten Projektion auf die dritte Ebene in einem Winkel von ± α relativ zu der ersten Ebene. Abhängig von der Größe der vorbestimmten Länge e, die im Wesentlichen auch in den ersten Abschnitten 31 vorhanden ist, könnten die zweiten Abschnitte 32 auch rechtwinklig zu der ersten Ebene verlaufen, wie es dann bei der dritten Ausführungsform, die nachfolgend beschrieben wird, der Fall ist.In the second embodiment, the second portions 32 of the strut coil also extend in a perpendicular projection to the third plane at an angle of ± α relative to the first plane. Depending on the size of the predetermined length e, which is also substantially present in the first sections 31, the second sections 32 could also be at right angles to the first plane, as is the case in the third embodiment, which is described below ,

In Fig. 3, die die dritte bevorzugte Ausführungsform zeigt, bezeichnen dieselben Bezugszeichen entsprechende Teile oder Abschnitte wie bei den ersten und zweiten Ausführungsformen. Die dritte Ausführungsform unterscheidet sich von der ersten und zweiten Ausführungsform darin, dass die ersten, dritten und vierten Abschnitte 31, 33, 34 der Strebenschlange, die jeweils über eine vorbestimmte Länge parallel zu den Obergurten bzw. Untergurten, die sie kontaktieren, erstrecken.In Fig. 3 showing the third preferred embodiment, the same reference numerals designate corresponding parts or portions as in the first and second embodiments. The third embodiment differs from the first and second embodiments in that the first, third and fourth portions 31, 33, 34 of the strut serpentine each extend over a predetermined length parallel to the top straps or bottom straps contacting them.

Bei der in Fig. 3 gezeigten dritten Ausführungsform verlaufen die zweiten Abschnitte 32 der Strebenschlange in einer senkrechten Projektion auf die dritte Ebene senkrecht zu der ersten Ebene. Es ist in einer Modifikation aber auch möglich, dass sich die zweiten Abschnitte 32 wie bei der ersten und zweiten Ausführungsform in einem Winkel relativ zu der ersten Ebene erstrecken.In the third embodiment shown in Fig. 3, the second portions 32 of the strut coil extend in a perpendicular projection on the third plane perpendicular to the first plane. However, it is also possible in a modification that the second sections 32 extend at an angle relative to the first plane, as in the first and second embodiments.

Die erste bis dritte Ausführungsform haben gemeinsam, dass die Untergurte in derselben Ebene wie die ersten und vierten Abschnitte der Strebenschlange liegen. Dadurch ist die Höhe der sich parallel zu der ersten Ebene erstreckenden Teile des Gitterträgers gleich dem größeren der beiden Durchmesser x und y der Untergurte und der Strebenschlange.The first to third embodiments have in common that the lower chords lie in the same plane as the first and fourth sections of the strut coil. As a result, the height of the parts of the lattice girder extending parallel to the first plane is equal to the larger of the two diameters x and y of the lower chords and the strut snake.

Die erste bis dritte Ausführungsform haben weiterhin gemeinsam, dass die zweiten Abschnitte 32 der Strebenschlange alle in der dritten Ebene liegen, die senkrecht zu der ersten Ebene ist. Dadurch wird, wenn zum Beispiel Isolationsteile (wie Dämmungsmaterialblöcke) zwischen den Gitterträgem angeordnet werden, ein minimaler Abstand zwischen den Isolationsteilen ermöglicht.The first to third embodiments further have in common that the second portions 32 of the strut coil are all in the third plane, which is perpendicular to the first plane. As a result, if, for example, insulating parts (such as insulation material blocks) are placed between the lattice girders, a minimal distance between the insulating parts is made possible.

Der ersten bis dritten Ausführungsform ist weiterhin gemeinsam, dass zwei Obergurte vorgesehen sind, die in der Höhenrichtung des Gitterträgers seitlich an der Strebenschlange angebracht sind. Dadurch wird, im Vergleich zu einem Anbringen eines Obergurtes an den oberen Wendepunkten in Verbindung mit der auf den Obergurten anzubringenden Bewehrungslage eine niedrigere Gesamthöhe, bei gleicher statischer Belastbarkeit, ermöglicht.The first to third embodiments further have in common that two upper straps are provided, which are mounted in the height direction of the lattice girder laterally on the strut coil. As a result, compared to attaching a top chord at the top inflection points in conjunction with the reinforcing ply to be attached to the top chords, a lower overall height, with the same static load capacity, is made possible.

Es werden nun unter Bezugnahme auf die Fig. 4 bis 6 die vierte, fünfte und sechste Ausführungsform beschrieben. In den Figuren bezeichnen dieselben Bezugszeichen wie in den Fig. 1 bis 3 entsprechende Teile und Abschnitte der Gitterträger. Die vierte, fünfte und sechste Ausführungsform unterscheiden sich von der ersten, zweiten und dritten Ausführungsformen lediglich dadurch, dass der erste und der zweite Untergurt 11, 12 nicht in derselben Ebene wie die ersten und vierten Abschnitte 31, 34 der Strebenschlange 30 angeordnet sind. Bei der vierten, fünften und sechsten Ausführungsform sind, wie in Fig. 4d) am besten zu erkennen ist, kontaktieren die ersten Abschnitte 31 den ersten Untergurt 11 jeweils an ihrer Unterseite und die vierten Abschnitte 34 den zweiten Untergurt 12 ebenfalls jeweils an ihrer Unterseite. Dabei bleibt (c - 2x) >> y wie bei Fig. 1d). Wie ebenfalls deutlich zu erkennen ist, erstrecken sich die ersten bzw. vierten Abschnitte 31, 34 parallel zu der ersten Ebene jeweils um ungefähr die Hälfe des ersten Abstandes (d.h. des Abstandes der beiden Untergurte).The fourth, fifth and sixth embodiments will now be described with reference to Figs. In the figures, the same reference numerals as in Figs. 1 to 3 denote corresponding parts and portions of the lattice girders. The fourth, fifth and sixth embodiments differ from the first, second and third embodiments only in that the first and second lower chords 11, 12 are not disposed in the same plane as the first and fourth portions 31, 34 of the strut coil 30. In the fourth, fifth and sixth embodiments, as best seen in Fig. 4d), the first portions 31 contact the first lower chord 11 respectively at its lower side and the fourth portions 34 also contact the second lower chord 12 at the lower side thereof. It remains (c - 2x) >> y as in Fig. 1d). As also clearly seen, the first and fourth portions 31, 34 extend parallel to the first plane, respectively, by approximately one-half of the first distance (i.e., the distance of the two bottom chords).

Die übrigen Merkmale der vierten Ausführungsform entsprechen denjenigen der ersten Ausführungsform, die übrigen Merkmale der fünften Ausführungsform entsprechen denjenigen der zweiten Ausführungsform, und die übrigen Merkmale der sechsten Ausführungsform entsprechen denjenigen der dritten Ausführungsform. Daher wird die weitere Beschreibung der vierten bis sechsten Ausführungsformen weggelassen.The other features of the fourth embodiment are the same as those of the first embodiment, the remaining features of the fifth embodiment are the same as those of the second embodiment, and the remaining features of the sixth embodiment are the same as those of the third embodiment. Therefore, the further description of the fourth to sixth embodiments will be omitted.

Es werden nun unter Bezugnahme auf die Fig. 7 bis 9 die siebte, achte und neunte Ausführungsform beschrieben. In den Fig. 7 bis 9 bezeichnen dieselben Bezugszeichen wie in den Fig. 1 bis 6 entsprechende Teile und Abschnitte. Lediglich die zweiten Abschnitte sind mit unterschiedlichen Bezugszeichen 32a bzw. 32b bezeichnet.The seventh, eighth and ninth embodiments will now be described with reference to Figs. In Figs. 7 to 9, the same reference numerals as in Figs. 1 to 6 denote corresponding parts and portions. Only the second sections are designated by different reference numerals 32a and 32b.

Der Unterschied der siebten bis neunten Ausfühningsform von der vierten bis sechsten Ausführungsform besteht, wie am besten im Vergleich der Fig. 4d) mit der Fig. 7d) zu erkennen ist, lediglich darin, dass die zweiten Abschnitte 32a der Strebenschlange 30, die die ersten Abschnitte 31 mit den dritten Abschnitten 33 verbinden, und die zweiten Abschnitte 32b, die die vierten Abschnitte 34 mit den dritten Abschnitten 33 verbinden, nicht exakt in der dritten Ebene liegen, sondern in einer senkrechten Projektion auf eine Ebene, die senkrecht zu der dritten Ebene ist, einen Winkel β zueinander einschließen. Der Winkel β ist größer als 0° und kleiner als 15°, bevorzugt kleiner als 10°. Bei der in Fig. 7 gezeigten Ausführungsform beträgt der Winkel ca. 7°.The difference of the seventh to ninth Ausfühningsform of the fourth to sixth embodiments, as best seen in the comparison of Fig. 4d) with the Fig. 7d), only in that the second portions 32a of the strut coil 30, the first Portions 31 connect to the third portions 33, and the second portions 32b connecting the fourth portions 34 to the third portions 33 are not exactly in the third plane, but in a perpendicular projection on a plane perpendicular to the third plane is an angle β to each other. The angle β is greater than 0 ° and less than 15 °, preferably less than 10 °. In the embodiment shown in Fig. 7, the angle is about 7 °.

Im übrigen entspricht die siebte Ausführungsform der vierten Ausführungsform, die achte Ausführungsform der fünften Ausführungsform, und die neunte Ausführungsform der sechsten Ausführungsform.Incidentally, the seventh embodiment of the fourth embodiment, the eighth embodiment of the fifth embodiment, and the ninth embodiment of the sixth embodiment.

Selbstverständlich können die siebten bis neunten Ausführungsformen so modifiziert werden, dass die beiden Untergurte 11, 12 nicht unter den ersten bzw. vierten Abschnitten der Strebenschlange 30 sondern in derselben Ebene wie die ersten bzw. vierten Abschnitte 31, 34 der Strebenschlange angeordnet sind (wie bei der ersten bis dritten Ausführungsform).Of course, the seventh through ninth embodiments may be modified so that the two bottom straps 11, 12 are not located under the first and fourth portions of the strut coil 30, respectively, but in the same plane as the first and fourth portions 31, 34 of the strut coil (as in FIG the first to third embodiments).

Es wird nun unter Bezugnahme auf die Fig. 10 die zehnte Ausführungsform beschrieben. In Fig. 10 bezeichnen dieselben Bezugszeichen wie in den Fig. 1 bis 9 entsprechende Teile und Abschnitte.The tenth embodiment will now be described with reference to FIG. In Fig. 10, the same reference numerals as in Figs. 1 to 9 denote corresponding parts and portions.

Der Unterschied der zehnten Ausführungsform zur ersten Ausführungsform besteht, wie am besten aus einem Vergleich der Fig. 1a), d) und 10a), d) zu erkennen ist, in den "Schlaufen", die von den dritten Abschnitten 33 der Strebenschlange 30 oberhalb der zweiten Ebene in der dritten Ebene gebildet werden. Genauer gesagt liegt der höchste Punkt des dritten Abschnittes 33 in einem Abstand u (Höhe der Schlaufe) von der zweiten Ebene auf der der ersten Ebene abgewandten Seite der zweiten Ebene. Der Abstand u liegt bevorzugterweise im Bereich 2y ≤ u≤ f/3 und noch bevorzugter im Bereich 2y ≤ u ≤ 5y.The difference of the tenth embodiment from the first embodiment, as best seen from a comparison of Figs. 1a), d) and 10a), d), is evident in the "loops" extending from the third portions 33 of the strut coil 30 above the second level are formed in the third level. More precisely, the highest point of the third section lies 33 at a distance u (height of the loop) from the second level on the side of the second level facing away from the first level. The distance u is preferably in the range 2y ≦ u ≦ f / 3, and more preferably in the range 2y ≦ u ≦ 5y.

Dieses Merkmal der Schlaufenbildung, also des Abstandes u des höchsten Punktes des Abschnittes 33 von der zweiten Ebene, kann bei allen Ausführungsformen als Modifikation vorgesehen werden.This feature of the loop formation, that is, the distance u of the highest point of the section 33 from the second plane, can be provided as a modification in all embodiments.

Bei allen Ausführungsformen können die Untergurte und/oder die Obergurte und/oder die Strebenschlange aus Stahl oder rostfreiem Stahl oder verzinkt oder anderweitig (auch mit Kunststoff) beschichtet ausgebildet sein.In all embodiments, the bottom straps and / or the top straps and / or the strut coil may be formed of steel or stainless steel or galvanized or otherwise coated (also with plastic).

Die Ausbildung des Gitterträgers als eine Art Einhüftträger, der steht, hat bei der Anwendung neben den genannten Vorteilen des geringen Abstandes von anliegenden Teilen wie Isolierteilen oder Dämmungsteilen auch den Vorteil, dass die entsprechenden Teile gut transportabel sind.The formation of the lattice girder as a kind Einhüftträger who stands, in addition to the advantages mentioned of the small distance of adjacent parts such as insulating parts or insulation parts also has the advantage that the corresponding parts are easy to transport.

Besonders vorteilhaft ist die Verwendung der Gitterträger für Rippendecken oder Balkendecken. Gitterträger können auch vorteilhafterweise für Durchstanzbewehrungen verwendet werden. Bei der Verwendung der Gitterträger in Beton-Fertigteilen für Wandteile, vorzugsweise mit zwei vorgefertigten, beabstandeten Betonteilen, oder für Dächer und Decken, vorzugsweise mit einem vorgefertigten Betonteil, sind die Gitterträger aus den genannten Gründen besonders vorteilhaft.Particularly advantageous is the use of lattice girders for ribbed ceilings or beam ceilings. Lattice girders can also be used advantageously for punching reinforcements. When using the lattice girders in prefabricated concrete parts for wall parts, preferably with two prefabricated, spaced concrete parts, or for roofs and ceilings, preferably with a prefabricated concrete part, the lattice girders for the reasons mentioned are particularly advantageous.

Es wird ein neuer Gitterträger nach Art eines Einhüftträgers angegeben, bei dem je zwei Ober- und Untergurte (11, 12, 21, 22) vorgesehen sind, und die Abschnitte der Strebenschlange (30) die nicht parallel zu der durch die beiden Untergurte aufgespannten Ebene verlaufen, im Wesentlichen senkrecht, d.h. senkrecht oder fast senkrecht, relativ zu dieser Ebene verlaufen.It is a new lattice girder in the manner of a Einhüftträgers indicated in which two upper and lower chords (11, 12, 21, 22) are provided, and the portions of the strut coil (30) that not parallel to the plane defined by the two lower chords plane run, essentially perpendicular, ie perpendicular or nearly vertical, relative to this plane.

Die oben bei den einzelnen Ausführungsformen angegebenen Werte und Wertebereiche gelten für alle Ausführungsformen.The values and ranges of values given above in the individual embodiments apply to all embodiments.

Claims (10)

  1. Truss consisting of
    a first lower chord (11) and a second lower chord (12),
    a first upper chord (21) and a second upper chord (22), and
    a strut serpentine (30),
    which are arranged in such a way that
    the first and second lower chords (11, 12) lie parallel to one another in a first plane and at a first spacing from one another,
    the first and second upper chords (21, 22) lie parallel to one another in a second plane and at a second spacing from one another, which corresponds to the diameter of the strut serpentine and is smaller than the first spacing,
    the first and second planes lie parallel to one another and at a third spacing from one another,
    a third plane, which is perpendicular to the first plane, intersects the first plane centrally between the first and second lower chords (11, 12) and intersects the second plane centrally between the first and second upper chords (21, 22),
    the strut serpentine (30) consists continuously of portions which are selected from four types of portion, namely a first portion (31), which is parallel to the first plane and is in contact with the first lower chord (11), a second portion (32), which is perpendicular to the first plane and lies in the third plane, a third portion (33), which lies in the third plane and is in contact with the upper chords, and a fourth portion (34), which is parallel to the first plane and is in contact with the second lower chord (12), and
    a first or fourth portion (31, 34) is in each case followed by a second, a third and a second portion (32, 33, 32) in this order and then again by a first or fourth portion (31, 34).
  2. Truss consisting of
    a first lower chord (11) and a second lower chord (12),
    a first upper chord (21) and a second upper chord (22), and
    a strut serpentine (30),
    which are arranged in such a way that
    the first and second lower chords (11, 12) lie parallel to one another in a first plane and at a first spacing from one another,
    the first and second upper chords (21, 22) lie parallel to one another in a second plane and at a second spacing from one another, which corresponds to the diameter of the strut serpentine,
    the first and second planes lie parallel to one another and at a third spacing from one another,
    a third plane, which is perpendicular to the first plane, intersects the first plane centrally between the first and second lower chords (11, 12) and intersects the second plane centrally between the first and second upper chords (21, 22),
    the strut serpentine (30) consists continuously of portions which are selected from four types of portion, namely a first portion (31), which is parallel to the first plane and is in contact with the first lower chord (11), a second portion (32a, 32b), which, in a projection onto a plane which is at right angles to the first and third planes, runs at an angle of 90° - β/2 relative to the first plane and at an angle of β/2 relative to the third plane, both angles being different from 0°, a third portion (33), which lies in the third plane and is in contact with the upper chords, and a fourth portion (34), which is parallel to the first plane and is in contact with the second lower chord (12), and
    a first or fourth portion is in each case followed by a second, a third and a second portion in this order and then again by a first or fourth portion, in each case the two second portions (32a or 32b) which enclose a third portion (33) between them running in an inclined fashion, not in the same direction, relative to the third plane.
  3. Truss according to Claim 1 or 2, in which the first and fourth portions (31, 34) of the strut serpentine (30) are in each case present alternately.
  4. Truss according to one of Claims 1 to 3, in which the first and fourth portions (31, 34) of the strut serpentine and the first and second lower chords (11, 12) lie in the first plane.
  5. Truss according to one of Claims 1 to 4, characterized in that the first and fourth portions (31, 34) of the strut serpentine and/or the third portions (33) of the strut serpentine in each case extend over a predetermined length parallel to the lower chords (11, 12) and upper chords (21, 22) with which they are in contact.
  6. Truss according to one of Claims 1 to 5, characterized in that the second portions (32, 32a, 32b) of the strut serpentine run perpendicularly to the first plane in a projection onto the third plane.
  7. Truss according to one of Claims 1 to 5, characterized in that the second portions (32, 32a, 32b) of the strut serpentine run at an angle of ± α relative to the first plane in a projection onto the third plane.
  8. Truss according to one of Claims 1 to 7, characterized in that the lower chords and/or the upper chords and/or the strut serpentine is/are formed from stainless steel and/or coated.
  9. Use of a truss according to one of Claims 1 to 8 in a prefabricated concrete building component, in which the lower chords and the first and fourth portions of the strut serpentine and if appropriate a part adjoining these portions of the second portions of the strut serpentine are cast into a prefabricated concrete component.
  10. Use of a truss according to one of Claims 1 to 8 in a prefabricated concrete building component, in which the lower chords and the first and fourth portions of the strut serpentine and if appropriate a part adjoining these portions of the second portions of the strut serpentine are cast into a first prefabricated concrete component, and
    in which the upper chords, the third portions of the strut serpentine and if appropriate a part adjoining these portions of the second portions are cast into a second prefabricated concrete building component, and in which the first and second prefabricated concrete building components are essentially plate-shaped, lie parallel to one another and have a fourth spacing.
EP04013473A 2003-06-13 2004-06-08 Truss Expired - Lifetime EP1486628B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10326814 2003-06-13
DE10326814 2003-06-13

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104364452A (en) * 2011-12-31 2015-02-18 米歇尔·卡伯尼 Connector having a male portion with a tapered or semi-tapered cross-section

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005006449B4 (en) * 2005-02-12 2008-01-31 Syspro-Gruppe Betonbauteile E.V. Lattice girder for a wall element consisting of precast concrete slabs
CN102733547A (en) * 2012-07-05 2012-10-17 上海交通大学 Internal truss for reinforced concrete beams
AU2017279816A1 (en) 2012-12-31 2019-07-11 Michele Caboni Connector for building structures, building structures, process of construction of building structures
RU2680156C1 (en) * 2018-05-30 2019-02-18 Александр Николаевич Чуйков Construction panel and connecting element for the indicated panel

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR614564A (en) * 1926-04-15 1926-12-17 Improvements in reinforcement parts for construction
FR1152439A (en) * 1956-06-21 1958-02-17 Prefabricated floor
FR1374389A (en) * 1963-06-26 1964-10-09 Improvement in joist reinforcement
AR204992A1 (en) * 1973-06-13 1976-03-31 Rheinische Filigranbau Gmbh Co CELOSIA BEAMS FOR CONCRETE ARMOR PROCEDURE AND APPARATUS FOR THEIR MANUFACTURE
DE2840523A1 (en) * 1978-09-18 1980-03-20 Stefan Dipl Ing Keller Concrete beam animal shed floor reinforcing wire lattice - has short straight bars linking upper chord and long curved bars for lower
DE8115872U1 (en) 1981-05-27 1982-06-16 Kaiser-Omnia Bausysteme GmbH &Co, 6000 Frankfurt Lattice girder
DE4036293A1 (en) * 1990-11-14 1992-05-21 Badische Drahtwerke Gmbh Latticework girder with continuous zigzag connecting bar

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104364452A (en) * 2011-12-31 2015-02-18 米歇尔·卡伯尼 Connector having a male portion with a tapered or semi-tapered cross-section

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ATE333016T1 (en) 2006-08-15
EP1486628A1 (en) 2004-12-15
DE502004000941D1 (en) 2006-08-24
DE10362039A1 (en) 2005-07-14

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