[go: up one dir, main page]

EP1332262B1 - Reinforcing mat for reinforced concrete - Google Patents

Reinforcing mat for reinforced concrete Download PDF

Info

Publication number
EP1332262B1
EP1332262B1 EP01980045A EP01980045A EP1332262B1 EP 1332262 B1 EP1332262 B1 EP 1332262B1 EP 01980045 A EP01980045 A EP 01980045A EP 01980045 A EP01980045 A EP 01980045A EP 1332262 B1 EP1332262 B1 EP 1332262B1
Authority
EP
European Patent Office
Prior art keywords
wires
longitudinal
reinforcing
reinforcing mat
edge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP01980045A
Other languages
German (de)
French (fr)
Other versions
EP1332262A1 (en
EP1332262B2 (en
Inventor
Klaus Ritter
Klaus Matz
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.)
AVI Alpenlaendische Veredelungs Industrie GmbH
Original Assignee
AVI Alpenlaendische Veredelungs Industrie GmbH
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=3689238&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1332262(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by AVI Alpenlaendische Veredelungs Industrie GmbH filed Critical AVI Alpenlaendische Veredelungs Industrie GmbH
Priority to DE20122680U priority Critical patent/DE20122680U1/en
Publication of EP1332262A1 publication Critical patent/EP1332262A1/en
Publication of EP1332262B1 publication Critical patent/EP1332262B1/en
Application granted granted Critical
Publication of EP1332262B2 publication Critical patent/EP1332262B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/04—Mats

Definitions

  • the invention relates to a reinforcing mat for reinforced concrete, consisting of mutually perpendicular crossing and welded together at the crossing points longitudinal and transverse wires, with each reinforcing mat edge two edge wires and over the edge longitudinal wires projecting Querdrahtend too bent back in the plane of the mat in the form of a loop to the edge wires and are welded to these.
  • a reinforcing mat of the type described in the introduction is used to reinforce flat surface structures in which forces are applied in two mutually perpendicular directions, i. in the longitudinal and transverse directions according to the intersecting wire coulters of the reinforcing mats, are to be transmitted.
  • the reinforcing mats are known in a variety of different design to be able to be adapted to the large variety of reinforced base structures with different dimensions and especially different dimensions and especially different, related to the reinforcement directions necessary steel sections as well as possible. Since the reinforced concrete parts to be reinforced regularly have a greater width than the reinforcing mats, the reinforcing mats must be laid side by side with overlap. Here, certain minimum overlaps for static reasons are required to ensure the power flow from reinforcing mat to reinforcing mat.
  • a reinforcement of the initially mentioned type is known, in which the two outer longitudinal elements, the so-called edge elements, at each mat edge have smaller center distance than the remaining longitudinal elements and that at each edge of the mat, the loop-shaped bent back transverse wire end parts with one of the two edge elements, preferably welded to the outer, or with both edge members.
  • the two edge elements are arranged at a distance which is substantially smaller than the distance of the other longitudinal elements.
  • the distance between the inner longitudinal edge element and the adjacent longitudinal element of the inner region of the reinforcing mat is greater than the uniform mutual distance of the longitudinal elements in the inner region of the reinforcing mat.
  • the two edge elements have smaller cross-sectional areas than the other longitudinal elements in the interior of the reinforcing mat. No teachings for forming a reinforcing mat program are disclosed in these reinforcing mats.
  • the object of the invention is to avoid the disadvantages of known reinforcing mats and to provide a reinforcing mat of the type described in the introduction, on the one hand using the hot-rolled material with integer wire diameters as marginal savings mat particularly economical, i. can be produced with as few diametrical gradations and on the other hand, within the framework of a mat program ensures the finest possible gradation of the steel nominal cross sections over the width of the mat to solve all reinforcement tasks for sheet-like reinforced concrete components.
  • the reinforcing mat according to the invention is characterized in that arranged in the central region of the reinforcing mat longitudinal wires have the same mutual center distances and the same cross-sectional areas that the reinforcing mat on both Longitudinal sides having edge portions which is smaller than the axial distance of the longitudinal wires in the central region of the reinforcing mat and a center distance of the inner longitudinal edge wire to the adjacent longitudinal wire of the central region, which, as known per se, a pair of parallel edge wires with a mutual center distance known per se, is greater than the axial distance of the longitudinal wires in the central region of the reinforcing mat, and consist of edge loops that the reinforcing mat is part of a type program in which the overall widths of all reinforcing mats are constant and the two edge regions of all reinforcing mats are the same and have constant center distances, wherein the number of longitudinal wires in the central region of the reinforcing mats within a row increases with increasing nominal steel cross section in the central region in integer
  • the invention provides that all reinforcement mats of the type program a constant total width of 2400 mm, constant center distances of the inner longitudinal edge wires of their adjacent longitudinal wires of the central region of 200 mm, constant center distances of the inner edge wires of the outer peripheral wires of 50 mm, constant loop projections of 50 mm in that the center distances of the longitudinal wires in the central region of the reinforcing mats are 100, 120, 150, 180 and 200 mm and that the diameters of the longitudinal, lateral and transverse wires 6, 8, 9, 10 and 12 mm.
  • the longitudinal wires, the edge-length wires and the transverse wires are made of hot-rolled material of high ductility with integral wire diameters.
  • Vorzuarium are in the reinforcing mat according to the invention, the cross-sectional areas of the two edge longitudinal wires at each mat edge smaller than the cross-sectional areas of the longitudinal wires in the central region of the reinforcing mat or the same size as the cross-sectional areas of the longitudinal wires.
  • FIG. 1 shows a reinforcing mat according to the invention with rectangular meshes in the central region of the reinforcing mat
  • FIG. 2 shows a reinforcing mat according to the invention with square meshes in the central region of the reinforcing mat.
  • the reinforcement mats 1 according to the invention shown in Figs. 1 and 2 consist of a central region Z and one edge region R to both longitudinal sides of the reinforcement mat 1.
  • the reinforcement mat 1 has in the central region Z parallel longitudinal wires 2 and in each edge region R an inner longitudinal edge wire 3 and an outer longitudinal edge wire 4, which run parallel to each other and parallel to the other longitudinal wires 2.
  • the longitudinal wires 2 in the central region Z are arranged with the same mutual axial distance a, the so-called longitudinal wire pitch, the center distances a being measured in each case from the middle of the wire to the middle of the wire.
  • transverse wires 5 Run perpendicular to the longitudinal wires 2 and the Randlssensdxähten 3, 4 parallel transverse wires 5, which are welded at the respective grid intersection points 6 with the longitudinal wires 2 and the longitudinal edge wires 3, 4.
  • the transverse wires 5 are each arranged with the same mutual center distance e, the so-called cross-wire pitch.
  • the two longitudinal edge wires 3 and 4 are arranged in a mutual center distance c, which is substantially smaller than the mutual center distance a of the longitudinal wires 2 in the central region Z, whereby the longitudinal edge wires 3, 4 form a longitudinal edge pair.
  • the center distance c is preferably 50 mm, can in However, the scope of the invention also in the range between 20 and 50 mm. Due to this narrow axial distance c of the two longitudinal edge wires 3 and 4, the distance along which the transverse wires 5 of two adjacent reinforcing mats overlap in shock, shortened and thereby saves cross-wire material when using multiple reinforcing mats for surface covering reinforcement of reinforced concrete components.
  • the inner longitudinal edge wires 3 are arranged by the adjacent longitudinal wire 2 in each case in a center distance b, which is preferably greater than the mutual center distance a of the longitudinal wires 2 in the central region z.
  • the center distances b can be selected within the scope of the invention but also equal to the center distances a of the longitudinal wires 2 in the central region Z of the reinforcing mat 1.
  • the prescribed minimum overlap in the joint area is 200 mm.
  • a center distance b of 200 mm is chosen because, on the one hand, an edge saving effect is to be achieved and, on the other hand, no longitudinal wire accumulation, but the most uniform possible distribution of the longitudinal wires in the overlap area should result.
  • the projecting beyond the outer edge longitudinal wire 4 end portions of the transverse wires 5 are bent back at each mat edge symmetrically to the longitudinal axis of the reinforcing mat 1 to edge loops 7 and in the cross points 8 with the associated outer Edge longitudinal wire 4 welded. It is within the scope of the invention also possible to bend the edge loops 7 at each mat edge in opposite directions to each other back. It is also possible within the scope of the invention to guide the edge loops 7 to the inner longitudinal edge wire 3 and to additionally weld them with this longitudinal edge wire 3 at the point of intersection 9 with the inner longitudinal edge wire 3.
  • the diameter of the edge loop 7 is selected such that when installed in reinforced concrete, the permissible concrete pressures in the curvature region of the edge loop 7 are not exceeded.
  • the distance d of the outer loop edge from the center of the outer edge longitudinal wire 4 is preferably 50 mm, but at least four to six times the diameter of the transverse wire. 5
  • edge loops 7 The formation of the edge loops 7 is achieved together with the tight position of the edge wires 3, 4, that in the overlapping joint of two reinforcing mats 1, the two welds of lying in front of the loop parts of each transverse wire with the two outer edge wires 3, 4 due to their small mutual distance c almost uniformly participate in the transmission and thus that the load per spot is reduced.
  • the edge loops 7 additionally improve the anchoring of overlapping reinforcing mats in the overlap shock and allow less overlap. Since the edge loops 7 make the position of the reinforcing mat edges in combination with several reinforcing mats 1 very clear, the actual coverage area is precisely defined and at the construction site the laying arrangement of the reinforcing mats can be easily controlled at any time.
  • the center distance e of the transverse wires 5 is greater than the axial distance a of the longitudinal wires 2 in the central region Z, so that in this embodiment the longitudinal and transverse wires 2; 5 in the central region Z of the reinforcing mat 1 mesh 10 limit rectangular shape.
  • the transverse wire pitch e is larger than the longitudinal wire pitch a.
  • the second, shown in FIG. 2 embodiment of a reinforcing mat 1, differs from the first embodiment in that the center distances e of the transverse wires 5 are equal to the center distances a of the longitudinal wires 2 in the central region Z, so that the longitudinal and transverse wires 2; 5 in the central region Z square meshes 11 limit.
  • the sum of all center distances a, b and c and the loop projections d gives the total width B of the reinforcement mat 1.
  • the mat width B is selected in as few standard sizes, with a loading widths of the means of transport for the reinforcement mats adapted total width of 2400 mm worldwide as has economically naturalized particularly advantageous standard.
  • the reinforcing mats 1 according to the invention are produced on the basis of this standard in a constant overall width B of 2400 mm. Due to the constant center distances c of 50 mm, the constant center distances b of 200 mm and the constant loop projections d of 50 mm, constant wide edge regions R of 300 mm result, so that the central region Z of the reinforcing mat 1 has a constant width of 1800 mm.
  • the diameters of the edge longitudinal wires 3, 4 are chosen in the invention smaller than the diameter or at most equal to the diameter of the longitudinal wires 2 in the central region Z, so that the cross-sectional area f of each longitudinal edge wire 3; 4 is less than or equal to the cross-sectional area F of the longitudinal wires 2 in the central region Z of the reinforcing mat 1.
  • the diameters of the transverse wires 5 are selected to be smaller than the diameter or at most equal to the diameter of the longitudinal wires 2 in the central region z, so that the cross-sectional area h of the Cross wires 5 is less than or equal to the cross-sectional area of the longitudinal wires 2 in the central region Z of the reinforcing mat 1.
  • the reinforcement mats can be made in any length L, with standard lengths in meter increments being preferred.
  • a widespread length L is 6 m, so that rectangular meshes 10 result in standard transverse wire pitches e of 400, 330 and 200 mm due to these meter increments.
  • the surface of the wires 2, 3, 4, 5 is preferably provided with a ribbing in order to increase the adhesion of the reinforcing mat 1 in the concrete.
  • All wires 2, 3, 4, 5 of the reinforcing mat 1 according to the invention are made of hot-rolled material of high ductility, which results from tempering of the hot-rolled material in the rolling heat. In the context of the invention, it is also possible to obtain the high ductility by microalloying the material.
  • the hot rolled material is manufactured in standard integer diameters of 6, 8, 9, 10 and 12 mm.
  • all wires 2, 3, 4, 5 of the reinforcing mat 1 according to the invention also consist of hot-rolled material, which is additionally subjected to cold working in a further working step and thereby obtains better mechanical and technological properties.
  • the cold working preferably consists of a stretching of the hot rolled material.
  • the cold deformation can alternatively also consist of a cold work hardening by rolling and / or drawing.
  • the wire is descaled prior to cold working so that the scale layer which is troublesome during welding is removed.
  • the cold deformation may alternatively consist of a stretching of the hot-rolled material.
  • the wire is not descaled before stretching, but the brittle scale layer bursts only during the stretching process and falls down. Also in this manufacturing process, the annihilating during welding scale layer is removed.
  • the reinforcing mat 1 Due to the configuration of the reinforcing mat 1 according to the invention and the optimal gradations of the long wire pitch a, it is possible to create a mat type program with a constant total width B of the reinforcing mat 1 and adhering to the constant formation of the left and right margins R, which with a minimum number of longitudinal wire diameters Endorses; In particular, it is possible to use only integer longitudinal wire diameter in any case to allow the desired fine grading of the steel nominal cross sections within the mat type program.
  • the preparation of the reinforcement mat 1 according to the invention is carried out in multi-point mesh welding systems, which operate on the electrical resistance method.
  • the longitudinal wires 2, 3, 4 can be supplied in the context of the invention in the form of prefabricated, straight bars of the mesh welding machine or be deducted from an endless strand of material.
  • the transverse wires 5 are withdrawn from an endless strand of material, which is present depending on the diameter and material properties of the transverse wires 5 in the form of wound coils or annular coils or rings.
  • the transverse wires 5 are then straightened and then fed to the mesh welding machine.
  • the longitudinal and longitudinal side wires 2; 3, 4 of the reinforcing mat 1 according to the invention may be produced from hot-rolled material without additional cold deformation, while the transverse wires 5 are made of hot-rolled material, which is subjected to cold deformation in a further step.
  • Cold working may consist of work hardening by rolling and / or drawing or drawing.
  • the transverse wires 5 of the reinforcing mat 1 according to the invention of hot-rolled material without additional cold deformation, while the longitudinal and longitudinal side wires 2; 3, 4 are made of hot-rolled material, which is subjected to cold deformation in a further step.
  • the cold working may in this case consist of a work hardening by rolling and / or drawing or from a stretching.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Laminated Bodies (AREA)
  • Wire Processing (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The mat consists of longitudinal and transverse wires (2,5), welded together at the crossing points. It has two longitudinal edge wires (3,4) and two transverse looped wire ends. The longitudinal wires within the center area (Z) of the mat are at the same relative axial distance (a) and have the same cross-sectional surfaces. Edge areas on both longitudinal sides consist of a pair of parallel wedge wires (3,4) at a relative axial distance (c), which is smaller than the first axial distance. The axial distance (b) between the inner edge wire (3) and the neighboring wire (2) of the central area, is also larger than the first axial distance. The edge areas consist of edge loops (7). All wires are of warm-rolled material of high ductility, with even-numbered diameters, subjected to additional cold forming, pref. stretching.

Description

Die Erfindung betrifft eine Bewehrungsmatte für Stahlbeton, bestehend aus einander rechtwinkelig kreuzenden und an den Kreuzungspunkten miteinander verschweißten Längs- und Querdrähten, mit je Bewehrungsmattenrand zwei Randlängsdrähten und mit über die Randlängsdrähte überstehenden Querdrahtendteilen, die in der Mattenebene in Form einer Schlaufe zu den Randlängsdrähten zurückgebogen und mit diesen verschweißt sind.The invention relates to a reinforcing mat for reinforced concrete, consisting of mutually perpendicular crossing and welded together at the crossing points longitudinal and transverse wires, with each reinforcing mat edge two edge wires and over the edge longitudinal wires projecting Querdrahtendteilen bent back in the plane of the mat in the form of a loop to the edge wires and are welded to these.

Eine Bewehrungsmatte der einleitend angegebenen Art dient zur Bewehrung von ebenen Flächentragwerken, bei denen Kräfte in zwei senkrecht zueinander stehenden Richtungen, d.h. in Längs- und Querrichtung entsprechend den einander kreuzenden Drahtscharen der Bewehrungsmatten, zu übertragen sind. Die Bewehrungsmatten sind in einer Vielzahl unterschiedlicher Ausgestaltung bekannt, um an die große Vielfalt der zu bewehrenden Flächentragwerke mit unterschiedlichen Abmessungen und vor allem unterschiedlichen Abmessungen und vor allem unterschiedlichen, auf die Bewehrungsrichtungen bezogenen erforderlichen Stahlquerschnitten möglichst gut angepaßt werden zu können. Da die zu bewehrenden Stahlbetonteile regelmäßig eine größere Breite haben als die Bewehrungsmatten, müssen die Bewehrungsmatten nebeneinander mit Überdeckung verlegt werden. Hierbei sind gewisse Mindestüberdeckungen aus statischen Gründen erforderlich, um den Kraftfluß von Bewehrungsmatte zu Bewehrungsmatte zu gewährleisten.A reinforcing mat of the type described in the introduction is used to reinforce flat surface structures in which forces are applied in two mutually perpendicular directions, i. in the longitudinal and transverse directions according to the intersecting wire coulters of the reinforcing mats, are to be transmitted. The reinforcing mats are known in a variety of different design to be able to be adapted to the large variety of reinforced base structures with different dimensions and especially different dimensions and especially different, related to the reinforcement directions necessary steel sections as well as possible. Since the reinforced concrete parts to be reinforced regularly have a greater width than the reinforcing mats, the reinforcing mats must be laid side by side with overlap. Here, certain minimum overlaps for static reasons are required to ensure the power flow from reinforcing mat to reinforcing mat.

Aus der AT-B-377564 und den zugehörigen Zusatzpatenten AT-B-381540 und AT-B-381542 ist eine Bewehrung der einleitend angegebenen Art bekannt, bei welcher die beiden äußeren Längselemente, die sogenannten Randlängselemente, an jedem Mattenrand kleineren Achsabstand voneinander haben als die übrigen Längselemente und daß an jedem Mattenrand die schlaufenförmig zurückgebogenen Querdrahtendteile mit einem der beiden Randlängselemente, vorzugsweise mit dem äußeren, oder mit beiden Randlängselementen verschweißt sind. Hierbei sind die beiden Randlängselemente in einem Abstand angeordnet, der wesentlich kleiner als der Abstand der übrigen Längselemente ist. Der Abstand zwischen dem innenliegenden Randlängselement und dem ihm benachbarten Längselement des Innenbereiches der Bewehrungsmatte ist größer als der gleichmäßige gegenseitige Abstand der Längselemente im Innenbereich der Bewehrungsmatte. Außerdem haben die beiden Randlängselemente kleinere Querschnittsflächen als die übrigen Längselemente im Innenbereich der Bewehrungsmatte. Bei diesen Bewehrungsmatten wird keine Lehre zur Bildung eines Bewehrungsmattenprogrammes offenbart.From AT-B-377564 and the associated additional patents AT-B-381540 and AT-B-381542 a reinforcement of the initially mentioned type is known, in which the two outer longitudinal elements, the so-called edge elements, at each mat edge have smaller center distance than the remaining longitudinal elements and that at each edge of the mat, the loop-shaped bent back transverse wire end parts with one of the two edge elements, preferably welded to the outer, or with both edge members. Here, the two edge elements are arranged at a distance which is substantially smaller than the distance of the other longitudinal elements. The distance between the inner longitudinal edge element and the adjacent longitudinal element of the inner region of the reinforcing mat is greater than the uniform mutual distance of the longitudinal elements in the inner region of the reinforcing mat. In addition, the two edge elements have smaller cross-sectional areas than the other longitudinal elements in the interior of the reinforcing mat. No teachings for forming a reinforcing mat program are disclosed in these reinforcing mats.

Zur Herstellung von Bewehrungsmatten wird immer häufiger warmgewalztes, aus der Walzhitze vergütetes Material verwendet, das eine hohe Duktilität aufweist und außerdem besonders wirtschaftlich hergestellt werden kann, da der Verarbeitungsschritt der Kaltverformung eingespart wird. Dieses Material wird standardmäßig in ganzzahligen Durchmesserwerten hergestellt.For the production of reinforcing mats, more and more hot-rolled, heat-tempered material is used, which has a high ductility and, moreover, can be produced particularly economically, since the processing step of cold-forming is saved. This material is manufactured by default in integer diameter values.

Aufgabe der Erfindung ist es, die Nachteile bekannter Bewehrungsmatten zu vermeiden und eine Bewehrungsmatte der einleitend angegebenen Art zu schaffen, die einerseits unter Verwendung des warmgewalzten Materials mit ganzzahligen Drahtdurchmessern als Randsparmatte besonders wirtschaftlich, d.h. mit möglichst wenigen Durchmesserabstufungen hergestellt werden kann und anderseits im Rahmen eines Mattenprogrammes eine möglichst feine Abstufung der Stahlnennquerschnitte über die Mattenbreite zur Lösung aller Bewehrungsaufgaben für flächenartige Stahlbetonbauteile gewährleistet.The object of the invention is to avoid the disadvantages of known reinforcing mats and to provide a reinforcing mat of the type described in the introduction, on the one hand using the hot-rolled material with integer wire diameters as marginal savings mat particularly economical, i. can be produced with as few diametrical gradations and on the other hand, within the framework of a mat program ensures the finest possible gradation of the steel nominal cross sections over the width of the mat to solve all reinforcement tasks for sheet-like reinforced concrete components.

Die erfindungsgemäße Bewehrungsmatte zeichnet sich dadurch aus, daß die im Zentralbereich der Bewehrungsmatte angeordneten Längsdrähte gleiche gegenseitige Achsabstände und gleiche Querschnittsflächen aufweisen, daß die Bewehrungsmatte an beiden Längsseiten Randbereiche aufweist, die aus einem Paar von parallelen Randlängsdrähten mit einem gegenseitigen Achsabstand, der, wie an sich bekannt, kleiner als der Achsabstand der Längsdrähte im Zentralbereich der Bewehrungsmatte ist und mit einem Achsabstand des inneren Randlängsdrahtes zum benachbarten Längsdraht des Zentralbereiches, der, wie an sich bekannt, größer als der Achsabstand der Längsdrähte im Zentralbereich der Bewehrungsmatte ist, und aus Randschlaufen bestehen, daß die Bewehrungsmatte Teil eines Typenprogrammes ist, in welchem die Gesamtbreiten aller Bewehrungsmatten konstant und die beiden Randbereiche aller Bewehrungsmatten gleich ausgebildet sind und konstante Achsabstände aufweisen, wobei die Anzahl der Längsdrähte im Zentralbereich der Bewehrungsmatten innerhalb einer Reihe mit steigendem Stahlnennquerschnitt im zentralbereich in ganzzahligen Schritten zunimmt und der gegenseitige Achsabstand im gleichen Maße abnimmt, und wobei die erforderlichen Stahlnennquerschnitte des Typenprogrammes mit einer minimalen Anzahl an ganzzahligen Drahtdurchmessern für die Längs-, Randlängs- und Querdrähte erreicht wird.The reinforcing mat according to the invention is characterized in that arranged in the central region of the reinforcing mat longitudinal wires have the same mutual center distances and the same cross-sectional areas that the reinforcing mat on both Longitudinal sides having edge portions which is smaller than the axial distance of the longitudinal wires in the central region of the reinforcing mat and a center distance of the inner longitudinal edge wire to the adjacent longitudinal wire of the central region, which, as known per se, a pair of parallel edge wires with a mutual center distance known per se, is greater than the axial distance of the longitudinal wires in the central region of the reinforcing mat, and consist of edge loops that the reinforcing mat is part of a type program in which the overall widths of all reinforcing mats are constant and the two edge regions of all reinforcing mats are the same and have constant center distances, wherein the number of longitudinal wires in the central region of the reinforcing mats within a row increases with increasing nominal steel cross section in the central region in integer steps and the mutual center distance decreases to the same extent, and wherein the required Steel nominal cross sections of the type program with a minimum number of integral wire diameters for the longitudinal, lateral and transverse wires is achieved.

Vorzugsweise ist erfindungsgemäß vorgesehen, daß alle Bewehrungsmatten des Typenprogrammes eine konstante Gesamtbreite von 2400 mm, konstante Achsabstände der inneren Randlängsdrähte von ihren benachbarten Längsdrähten des zentralbereiches von 200 mm, konstante Achsabstände der inneren Randlängsdrähte von den äußeren Randlängsdrähten von 50 mm, konstante Schlaufenüberstände von 50 mm aufweisen, daß die Achsabstände der Längsdrähte im Zentralbereich der Bewehrungsmatten 100, 120, 150, 180 und 200 mm betragen und daß die Durchmesser der Längs-, Randlängs- und Querdrähte 6, 8, 9, 10 und 12 mm betragen.Preferably, the invention provides that all reinforcement mats of the type program a constant total width of 2400 mm, constant center distances of the inner longitudinal edge wires of their adjacent longitudinal wires of the central region of 200 mm, constant center distances of the inner edge wires of the outer peripheral wires of 50 mm, constant loop projections of 50 mm in that the center distances of the longitudinal wires in the central region of the reinforcing mats are 100, 120, 150, 180 and 200 mm and that the diameters of the longitudinal, lateral and transverse wires 6, 8, 9, 10 and 12 mm.

Nach einem weiteren Merkmal der Erfindung bestehen die Längsdrähte, die Randlängsdrähte und die Querdrähte aus warmgewalztem Material hoher Duktilität mit ganzzahligen Drahtdurchmessern.According to a further feature of the invention, the longitudinal wires, the edge-length wires and the transverse wires are made of hot-rolled material of high ductility with integral wire diameters.

Vorzuasweise sind bei der erfindungsgemäßen Bewehrungsmatte die Querschnittsflächen der beiden Randlängsdrähte an jedem Mattenrand kleiner als die Querschnittsflächen der Längsdrähte im Zentralbereich der Bewehrungsmatte oder gleich groß wie die Querschnittsflächen der Längsdrähte.Vorzuasweise are in the reinforcing mat according to the invention, the cross-sectional areas of the two edge longitudinal wires at each mat edge smaller than the cross-sectional areas of the longitudinal wires in the central region of the reinforcing mat or the same size as the cross-sectional areas of the longitudinal wires.

Weitere Merkmale und Vorteile der Erfindung werden nachfolgend an Ausführungsbeispielen unter Bezugnahme auf die Zeichnungen näher erläutert. Es zeigen: Fig. 1 eine Bewehrungsmatte nach der Erfindung mit rechteckigen Maschen im Zentralbereich der Bewehrungsmatte und Fig. 2 eine Bewehrungsmatte nach der Erfindung mit quadratischen Maschen im Zentralbereich der Bewehrungsmatte.Further features and advantages of the invention will be explained in more detail by means of exemplary embodiments with reference to the drawings. 1 shows a reinforcing mat according to the invention with rectangular meshes in the central region of the reinforcing mat, and FIG. 2 shows a reinforcing mat according to the invention with square meshes in the central region of the reinforcing mat.

Die in den Fig. 1 und 2 dargestellten, erfindungsgemäßen Bewehrungsmatten 1 bestehen aus einem Zentralbereich Z und je einem Randbereich R zu beiden Längsseiten der Bewehrungsmatte 1. Die Bewehrungsmatte 1 weist im Zentralbereich Z parallele Längsdrähte 2 und in jedem Randbereich R einen inneren Randlängsdraht 3 und einen äußeren Randlängsdraht 4 auf, die parallel zueinander und parallel zu den übrigen Längsdrähten 2 verlaufen. Die Längsdrähte 2 im Zentralbereich Z sind mit gleichem gegenseitigen Achsabstand a, der sogenannten Längsdrahtteilung, angeordnet, wobei die Achsabstände a jeweils von Drahtmitte zu Drahtmitte gemessen werden. Rechtwinkelig zu den Längsdrähten 2 und den Randlängsdxähten 3, 4 verlaufen parallele Querdrähte 5, die an den jeweiligen Gitterkreuzungspunkten 6 mit den Längsdrähten 2 und den Randlängsdrähten 3, 4 verschweißt sind. Die Querdrähte 5 sind jeweils mit gleichem gegenseitigen Achsabstand e angeordnet, der sogenannten Querdrahtteilung.The reinforcement mats 1 according to the invention shown in Figs. 1 and 2 consist of a central region Z and one edge region R to both longitudinal sides of the reinforcement mat 1. The reinforcement mat 1 has in the central region Z parallel longitudinal wires 2 and in each edge region R an inner longitudinal edge wire 3 and an outer longitudinal edge wire 4, which run parallel to each other and parallel to the other longitudinal wires 2. The longitudinal wires 2 in the central region Z are arranged with the same mutual axial distance a, the so-called longitudinal wire pitch, the center distances a being measured in each case from the middle of the wire to the middle of the wire. Run perpendicular to the longitudinal wires 2 and the Randlängsdxähten 3, 4 parallel transverse wires 5, which are welded at the respective grid intersection points 6 with the longitudinal wires 2 and the longitudinal edge wires 3, 4. The transverse wires 5 are each arranged with the same mutual center distance e, the so-called cross-wire pitch.

Die beiden Randlängsdrähte 3 und 4 sind in einem gegenseitigen Achsabstand c angeordnet, der wesentlich kleiner als der gegenseitige Achsabstand a der Längsdrähte 2 im Zentralbereich Z ist, wodurch die Randlängsdrähte 3, 4 ein Randlängsdrahtpaar bilden. Der Achsabstand c beträgt vorzugsweise 50 mm, kann im Rahmen der Erfindung jedoch auch im Bereich zwischen 20 und 50 mm liegen. Durch diesen engen Achsabstand c der beiden Randlängsdrähte 3 und 4 wird bei Anwendung mehrerer Bewehrungsmatten zur flächenüberdeckenden Bewehrung von Stahlbetonbauteilen die Strecke, längs welcher sich die Querdrähte 5 zweier benachbarten Bewehrungsmatten im Stoß überdecken, verkürzt und dadurch Querdrahtmaterial eingespart.The two longitudinal edge wires 3 and 4 are arranged in a mutual center distance c, which is substantially smaller than the mutual center distance a of the longitudinal wires 2 in the central region Z, whereby the longitudinal edge wires 3, 4 form a longitudinal edge pair. The center distance c is preferably 50 mm, can in However, the scope of the invention also in the range between 20 and 50 mm. Due to this narrow axial distance c of the two longitudinal edge wires 3 and 4, the distance along which the transverse wires 5 of two adjacent reinforcing mats overlap in shock, shortened and thereby saves cross-wire material when using multiple reinforcing mats for surface covering reinforcement of reinforced concrete components.

Die inneren Randlängsdrähte 3 sind von dem benachbarten Längsdraht 2 jeweils in einem Achsabstand b angeordnet, der vorzugsweise größer als der gegenseitige Achsabstand a der Längsdrähte 2 im Zentralbereich z ist. Durch diese vorteilhafte Gestaltung der Bewehrungsmatte 1 ergibt sich bei einer Flächenbewehrung mittels mehrerer aneinandergereihter, einander seitlich überdeckender Bewehrungsmatten, deren Überdekkungsränder Tragstöße bilden, über die gesamte bewehrte Fläche eine annähernd gleichmäßige Verteilung der Stahlquerschnitte; insbesondere ist der Stahlquerschnitt im überdeckten Bereich nahezu gleich dem Stahlquerschnitt im Zentralbereich Z der Bewehrungsmatte 1. Eine unerwünschte stahlhäufung im Überdekkungsbereich wird verringert, dadurch Material eingespart und der Randspareffekt voll ausgenutzt. Die Achsabstände b können im Rahmen der Erfindung aber auch gleich den Achsabständen a der Längsdrähte 2 im Zentralbereich Z der Bewehrungsmatte 1 gewählt werden. Die vorgeschriebene Mindestüberdeckung im Stoßbereich beträgt 200 mm. Für alle erfindungsgemäßen Bewehrungsmatten 1 wird ein Achsabstand b von 200 mm gewählt, da einerseits ein Randspareffekt erzielt werden soll und sich andererseits keine Längsdrahtanhäufung, sondern eine möglichst gleichmäßige Verteilung der Längsdrähte im Überdeckungsbereich ergeben soll.The inner longitudinal edge wires 3 are arranged by the adjacent longitudinal wire 2 in each case in a center distance b, which is preferably greater than the mutual center distance a of the longitudinal wires 2 in the central region z. This advantageous design of the reinforcing mat 1 results in a surface reinforcement by means of several juxtaposed, each other laterally covering reinforcing mats whose Überdekkungsränder form shocks, over the entire reinforced area an approximately uniform distribution of the steel sections; In particular, the steel cross section in the covered area is almost equal to the steel cross section in the central region Z of the reinforcing mat 1. An undesirable accumulation of steel in Überdekkungsbereich is reduced, thereby saving material and fully exploited the edge saving effect. The center distances b can be selected within the scope of the invention but also equal to the center distances a of the longitudinal wires 2 in the central region Z of the reinforcing mat 1. The prescribed minimum overlap in the joint area is 200 mm. For all inventive reinforcing mats 1, a center distance b of 200 mm is chosen because, on the one hand, an edge saving effect is to be achieved and, on the other hand, no longitudinal wire accumulation, but the most uniform possible distribution of the longitudinal wires in the overlap area should result.

Die über den äußeren Randlängsdraht 4 hinausragenden Endteile der Querdrähte 5 sind an jedem Mattenrand symmetrisch zur Längsachse der Bewehrungsmatte 1 zu Randschlaufen 7 zurückgebogen und in den Kreuzpunkten 8 mit dem zugeordneten äußeren Randlängsdraht 4 verschweißt. Es ist im Rahmen der Erfindung auch möglich, die Randschlaufen 7 an jedem Mattenrand gegensinnig zueinander zurück zu biegen. Es ist ferner im Rahmen der Erfindung möglich, die Randschlaufen 7 bis zum inneren Randlängsdraht 3 zu führen und sie zusätzlich mit diesem Randlängsdraht 3 im Kreuzungspunkt 9 mit dem inneren Randlängsdraht 3 zu verschweißen. Der Durchmesser der Randschlaufe 7 wird derart gewählt, daß beim Einbau in Stahlbeton die zulässigen Betonpressungen im Krümmungsbereich der Randschlaufe 7 nicht überschritten werden. Der Abstand d des äußeren Schlaufenrandes von der Mitte des äußeren Randlängsdrahtes 4 beträgt vorzugsweise 50 mm, zumindest jedoch das Vier- bis Sechsfache des Durchmessers des Querdrahtes 5.The projecting beyond the outer edge longitudinal wire 4 end portions of the transverse wires 5 are bent back at each mat edge symmetrically to the longitudinal axis of the reinforcing mat 1 to edge loops 7 and in the cross points 8 with the associated outer Edge longitudinal wire 4 welded. It is within the scope of the invention also possible to bend the edge loops 7 at each mat edge in opposite directions to each other back. It is also possible within the scope of the invention to guide the edge loops 7 to the inner longitudinal edge wire 3 and to additionally weld them with this longitudinal edge wire 3 at the point of intersection 9 with the inner longitudinal edge wire 3. The diameter of the edge loop 7 is selected such that when installed in reinforced concrete, the permissible concrete pressures in the curvature region of the edge loop 7 are not exceeded. The distance d of the outer loop edge from the center of the outer edge longitudinal wire 4 is preferably 50 mm, but at least four to six times the diameter of the transverse wire. 5

Durch die Ausbildung der Randschlaufen 7 wird zusammen mit der engen Stellung der Randlängsdrähte 3, 4 erreicht, daß im Überdeckungsstoß zweier Bewehrungsmatten 1 die beiden Schweißpunkte des vor der Schlaufe liegenden Teile jedes Querdrahtes mit den beiden äußeren Randlängsdrähten 3, 4 infolge ihres kleinen gegenseitigen Abstandes c nahezu gleichmäßig an der Kraftübertragung mitwirken und daß somit die Belastung je Schweißpunkt vermindert wird. Die Randschlaufen 7 verbessern zusätzlich die Verankerung einander überlappender Bewehrungsmatten im Überdeckungsstoß und ermöglichen eine geringere Überdeckung. Da die Randschlaufen 7 die Lage der Bewehrungsmattenränder im Verbund von mehreren Bewehrungsmatten 1 sehr klar erkennen lassen, ist der tatsächliche Überdeckungsbereich genau definiert und auf der Baustelle die Verlegeanordnung der Bewehrungsmatten jederzeit leicht kontrollierbar.The formation of the edge loops 7 is achieved together with the tight position of the edge wires 3, 4, that in the overlapping joint of two reinforcing mats 1, the two welds of lying in front of the loop parts of each transverse wire with the two outer edge wires 3, 4 due to their small mutual distance c almost uniformly participate in the transmission and thus that the load per spot is reduced. The edge loops 7 additionally improve the anchoring of overlapping reinforcing mats in the overlap shock and allow less overlap. Since the edge loops 7 make the position of the reinforcing mat edges in combination with several reinforcing mats 1 very clear, the actual coverage area is precisely defined and at the construction site the laying arrangement of the reinforcing mats can be easily controlled at any time.

Beim Ausführungsbeispiel gemäß der Fig. 1 ist der Achsabstand e der Querdrähte 5 größer als der Achsabstand a der Längsdrähte 2 im Zentralbereich Z, so daß bei diesem Ausführungsbeispiel die Längs- und Querdrähte 2; 5 im Zentralbereich Z der Bewehrungsmatte 1 Maschen 10 mit rechteckiger Form begrenzen. Hierbei ist die Querdrahtteilung e größer als die Längsdrahtteilung a.In the embodiment according to FIG. 1, the center distance e of the transverse wires 5 is greater than the axial distance a of the longitudinal wires 2 in the central region Z, so that in this embodiment the longitudinal and transverse wires 2; 5 in the central region Z of the reinforcing mat 1 mesh 10 limit rectangular shape. Here, the transverse wire pitch e is larger than the longitudinal wire pitch a.

Das zweite, in der Fig. 2 dargestellte Ausführungsbeispiel einer Bewehrungsmatte 1, unterscheidet sich von dem ersten Ausführungsbeispiel dadurch, daß die Achsabstände e der Querdrähte 5 gleich den Achsabständen a der Längsdrähte 2 im Zentralbereich Z sind, so daß die Längs- und Querdrähte 2; 5 im Zentralbereich Z quadratische Maschen 11 begrenzen.The second, shown in FIG. 2 embodiment of a reinforcing mat 1, differs from the first embodiment in that the center distances e of the transverse wires 5 are equal to the center distances a of the longitudinal wires 2 in the central region Z, so that the longitudinal and transverse wires 2; 5 in the central region Z square meshes 11 limit.

Die Summe aus allen Achsabständen a, b und c und den Schlaufenüberständen d ergibt die Gesamtbreite B der Bewehrungsmatte 1. Üblicherweise wird die Mattenbreite B in möglichst wenigen Standardgrößen gewählt, wobei sich eine den Ladebreiten der Transportmittel für die Bewehrungsmatten angepaßte Gesamtbreite von 2400 mm weltweit als wirtschaftlich besonders vorteilhafter Standard eingebürgert hat. Die erfindungsgemäßen Bewehrungsmatten 1 werden aufgrund dieses Standards in einer konstanten Gesamtbreite B von 2400 mm hergestellt. Aufgrund der konstanten Achsabständen c von 50 mm, den konstanten Achsabständen b von 200 mm und den konstanten Schlaufenüberständen d von 50 mm ergeben sich konstant breite Randbereiche R von 300 mm, so daß der Zentralbereich Z der Bewehrungsmatte 1 eine konstante Breite von 1800 mm aufweist.The sum of all center distances a, b and c and the loop projections d gives the total width B of the reinforcement mat 1. Usually, the mat width B is selected in as few standard sizes, with a loading widths of the means of transport for the reinforcement mats adapted total width of 2400 mm worldwide as has economically naturalized particularly advantageous standard. The reinforcing mats 1 according to the invention are produced on the basis of this standard in a constant overall width B of 2400 mm. Due to the constant center distances c of 50 mm, the constant center distances b of 200 mm and the constant loop projections d of 50 mm, constant wide edge regions R of 300 mm result, so that the central region Z of the reinforcing mat 1 has a constant width of 1800 mm.

Die Durchmesser der Randlängsdrähte 3, 4 werden im Rahmen der Erfindung kleiner als der Durchmesser oder maximal gleich dem Durchmesser der Längsdrähte 2 im Zentralbereich Z gewählt, so daß die Querschnittsfläche f jedes Randlängsdrahtes 3; 4 kleiner oder gleich der Querschnittsfläche F der Längsdrähte 2 im Zentralbereich Z der Bewehrungsmatte 1 ist. Durch diese Maßnahme wird die Stahlanhäufung im Übergriffsbereich von zwei Bewehrungsmatten 1 vermindert. Die Durchmesser der Querdrähte 5 werden im Rahmen der Erfindung kleiner als der Durchmesser oder maximal gleich dem Durchmesser der Längsdrähte 2 im Zentralbereich z gewählt, so daß die Querschnittsfläche h der Querdrähte 5 kleiner oder gleich der Querschnittsfläche der Längsdrähte 2 im Zentralbereich Z der Bewehrungsmatte 1 ist.The diameters of the edge longitudinal wires 3, 4 are chosen in the invention smaller than the diameter or at most equal to the diameter of the longitudinal wires 2 in the central region Z, so that the cross-sectional area f of each longitudinal edge wire 3; 4 is less than or equal to the cross-sectional area F of the longitudinal wires 2 in the central region Z of the reinforcing mat 1. By this measure, the steel accumulation is reduced in the reach of two reinforcing mats 1. In the context of the invention, the diameters of the transverse wires 5 are selected to be smaller than the diameter or at most equal to the diameter of the longitudinal wires 2 in the central region z, so that the cross-sectional area h of the Cross wires 5 is less than or equal to the cross-sectional area of the longitudinal wires 2 in the central region Z of the reinforcing mat 1.

Die Bewehrungsmatten können in jeder beliebigen Länge L hergestellt werden, wobei Standardlängen in Meterabstufungen bevorzugt werden. Eine weit verbreitete Länge L beträgt 6 m, so daß sich bei rechteckigen Maschen 10 aufgrund dieser Meterabstufungen standardmäßige Querdrahtteilungen e von 400, 330 und 200 mm ergeben.The reinforcement mats can be made in any length L, with standard lengths in meter increments being preferred. A widespread length L is 6 m, so that rectangular meshes 10 result in standard transverse wire pitches e of 400, 330 and 200 mm due to these meter increments.

Die Oberfläche der Drähte 2, 3, 4, 5 ist vorzugsweise mit einer Rippung versehen, um die Haftung der Bewehrungsmatte 1 im Beton zu erhöhen.The surface of the wires 2, 3, 4, 5 is preferably provided with a ribbing in order to increase the adhesion of the reinforcing mat 1 in the concrete.

Alle Drähte 2, 3, 4, 5 der erfindungsgemäßen Bewehrungsmatte 1 bestehen aus warmgewalztem Material hoher Duktilität, die durch Vergütung des warmgewalzten Materials in der Walzhitze entsteht. Im Rahmen der Erfindung ist es auch möglich die hohe Duktilität durch Mikrolegierung des Materials zu erhalten. Das warmgewalzte Material wird standardmäßig in ganzzahligen Durchmessern mit Werten von 6, 8, 9, 10 und 12 mm hergestellt.All wires 2, 3, 4, 5 of the reinforcing mat 1 according to the invention are made of hot-rolled material of high ductility, which results from tempering of the hot-rolled material in the rolling heat. In the context of the invention, it is also possible to obtain the high ductility by microalloying the material. The hot rolled material is manufactured in standard integer diameters of 6, 8, 9, 10 and 12 mm.

Im Rahmen der Erfindung können alle Drähte 2, 3, 4, 5 der erfindungsgemäßen Bewehrungsmatte 1 auch aus warmgewalztem Material bestehen, das in einem weiteren Arbeitsschritt zusätzlich einer Kaltverformung unterworfen wird und dadurch bessere mechanisch-technologischen Eigenschaften erhält. Die Kaltverformung besteht vorzugsweise aus einer Reckung des warmgewalzten Materials. Im Rahmen der Erfindung kann die Kaltverformung alternativ auch aus einer Kaltverfestigung durch Walzen und/oder ziehen bestehen. Bei diesem Herstellungsverfahren wird der Draht vor der Kaltverformung entzundert, so daß die beim Verschweißen störende Zunderschicht entfernt wird. Die Kaltverformung kann alternativ auch aus einer Reckung des warmgewalzten Materials bestehen. Bei diesem Herstellungsverfahren wird der Draht vor der Reckung nicht entzundert, sondern die spröde Zunderschicht platzt erst während des Reckvorganges auf und fällt herunter. Auch bei diesem Herstellungsverfahren wird die beim Verschweißen störende Zunderschicht entfernt.In the context of the invention, all wires 2, 3, 4, 5 of the reinforcing mat 1 according to the invention also consist of hot-rolled material, which is additionally subjected to cold working in a further working step and thereby obtains better mechanical and technological properties. The cold working preferably consists of a stretching of the hot rolled material. In the context of the invention, the cold deformation can alternatively also consist of a cold work hardening by rolling and / or drawing. In this manufacturing process, the wire is descaled prior to cold working so that the scale layer which is troublesome during welding is removed. The cold deformation may alternatively consist of a stretching of the hot-rolled material. In this production method, the wire is not descaled before stretching, but the brittle scale layer bursts only during the stretching process and falls down. Also in this manufacturing process, the annihilating during welding scale layer is removed.

Um ein Programm aus verschiedenen Typen der Bewehrungsmatte 1 möglichst wirtschaftlich herstellen zu können, werden gemäß der Lehre der Erfindung einerseits nur Mattentypen mit konstanter Gesamtbreite B, konstant breiten und identisch aufgebauten Randbereichen R und damit konstant breitem Zentralbereich Z unter ausschließlicher Verwendung der standardmäßig zur Verfügung stehenden, oben angeführten ganzzahligen Durchmesser des warmgewalzten Drahtmaterials hergestellt und werden andererseits zum Erreichen einer vom Anwender geforderten, möglichst feinen Abstufung der Stahlnennquerschnitte bei den Mattentypen die Längsdrähte 2 im Zentralbereich Z der Bewehrungsmatte 1 gleichmäßig verteilt und die Achsabstände a in entsprechender Abstufung gewählt. Bei einer Gesamtbreite der Bewehrungsmatte von B = 2400 mm, hat es sich als besonders vorteilhaft herausgestellt, einen Achsabstand von b = 200 mm, einen Achsabstand von c = 50 mm und einem Schlaufenüberstand von d = 50 mm zu wählen, wodurch sich eine daraus resultierende Breite des Zentralbereiches von Z = 1800 mm und damit die folgende Reihe von optimalen Längsdrahtteilungen a ergibt: a = 100; 120; 150; 180; 200 mm. Zur Erfüllung der meisten Bewehrungsaufgaben reicht in diesem Fall eine ausgewählte Hauptreihe mit Werten von a = 100; 150; 200 mm meistens aus. Die Änderung der Längsdrahtteilung a dieser Hauptreihe erfolgt in Schritten von 50 mm, die den gängigen Änderungen der Längsdrahtteilungen herkömmlicher Gitterschweißanlagen optimal entspricht. Im Prinzip wären im Rahmen der Erfindung bei diesem Beispiel auch kleinere und auch größere Längsdrahtteilungen möglich, die jedoch weder statisch noch fertigungstechnisch einen Sinn machen. Im Rahmen der Erfindung ergeben sich bei anderen Gesamtbreiten B und/oder anderen Achsabständen b andere optimale Reihen von Längsdrahtteilungen, wobei oftmals ein Kompromiß zwischen den optimalen, wirtschaftlichen Herstellungsverfahren und den statischen Anforderungen an das Mattentypenprogramm zu schließen ist.In order to produce a program of different types of reinforcing mat 1 as economically as possible, according to the teaching of the invention only mats types with constant overall width B, constant width and identically constructed edge regions R and thus constant wide central region Z under exclusive use of the standard available On the other hand, the longitudinal wires 2 in the central region Z of the reinforcing mat 1 are distributed uniformly and the center distances a are selected in a corresponding graduation to achieve a user-requested, the finest possible gradation of the steel nominal cross sections. With a total width of the reinforcement mat of B = 2400 mm, it has been found to be particularly advantageous to choose a center distance of b = 200 mm, a center distance of c = 50 mm and a loop projection of d = 50 mm, resulting in a resulting Width of the central region of Z = 1800 mm and thus the following set of optimal longitudinal wire pitches a gives: a = 100; 120; 150; 180; 200 mm. To fulfill most of the reinforcement tasks in this case, a selected main series with values of a = 100 is sufficient; 150; 200 mm mostly off. The change in the longitudinal wire pitch a of this main row is made in increments of 50 mm, which corresponds to the usual changes in the longitudinal wire pitches of conventional mesh welding systems optimally. In principle, in the context of the invention in this example, smaller and larger longitudinal wire divisions would be possible, but make neither statically nor manufacturing technology sense. In the context of the invention arise at other overall widths B and / or other center distances b other optimal series of longitudinal wire divisions, often a compromise between the optimal, economical production process and to conclude the static requirements for the mat type program.

Aufgrund der Ausgestaltung der erfindungsgemäßen Bewehrungsmatte 1 und der optimalen Abstufungen der Langsdrahtteilung a ist es möglich, bei konstanter Gesamtbreite B der Bewehrungsmatte 1 und bei Einhaltung der konstanten Ausbildung der linken und rechten Randbereiche R ein Mattentypenprogramm zu schaffen, das mit einer minimalen Anzahl von Längsdrahtdurchmessern das Auslangen findet; insbesondere ist es möglich, auf jeden Fall nur ganzzahlige Längsdrahtdurchmesser zu verwenden, um die gewünschte Feinabstufung der Stahlnennquerschnitte innerhalb des Mattentypenprogrammes zu ermöglichen.Due to the configuration of the reinforcing mat 1 according to the invention and the optimal gradations of the long wire pitch a, it is possible to create a mat type program with a constant total width B of the reinforcing mat 1 and adhering to the constant formation of the left and right margins R, which with a minimum number of longitudinal wire diameters Endorses; In particular, it is possible to use only integer longitudinal wire diameter in any case to allow the desired fine grading of the steel nominal cross sections within the mat type program.

Die Herstellung der erfindungsgemäßen Bewehrungsmatte 1 erfolgt in Vielpunkt-Gitterschweißanlagen, die nach der elektrischen Widerstandemethode arbeiten. Die Längsdrähte 2, 3, 4 können im Rahmen der Erfindung in Form von vorgefertigten, geraden Stäben der Gitterschweißmaschine zugeführt oder von einem endlosen Materialstrang abgezogen werden. Die Querdrähte 5 werden von einem endlosen Materialstrang abgezogen, der je nach Durchmesser und Materialeigenschaft der Querdrähte 5 in Form von gewickelten Spulen oder ringförmigen Bunden oder Ringen vorliegt. Die Querdrähte 5 werden anschließend gerade gerichtet und dann der Gitterschweißmaschine zugeführt. Im Rahmen der Erfindung ist es auch möglich, die vom Materialstrang abgezogenen Querdrähte 5 zunächst gerade zu richten und auf Länge zu schneiden und dann diese abgelängten Querdrähte der Gitterschweißanlage zuzuführen.The preparation of the reinforcement mat 1 according to the invention is carried out in multi-point mesh welding systems, which operate on the electrical resistance method. The longitudinal wires 2, 3, 4 can be supplied in the context of the invention in the form of prefabricated, straight bars of the mesh welding machine or be deducted from an endless strand of material. The transverse wires 5 are withdrawn from an endless strand of material, which is present depending on the diameter and material properties of the transverse wires 5 in the form of wound coils or annular coils or rings. The transverse wires 5 are then straightened and then fed to the mesh welding machine. In the context of the invention, it is also possible to direct the transverse wires 5 drawn from the material strand initially straight and cut to length and then supply these cut transverse wires of the grid welding system.

Es versteht sich, daß das dargestellte Ausführungsbeispiel im Rahmen des allgemeinen Erfindungsgedankens verschiedentlich, insbesondere hinsichtlich der Ausgestaltung der Bewehrungsmatte abgewandelt werden kann; insbesondere ist es im Rahmen der Erfindung möglich, im Zentralbereich Z der Bewehrungsmatte 1 anstelle von Einzeldrähten auch Doppelstäbe zu verwenden.It is understood that the illustrated embodiment may be modified variously, in particular in terms of the design of the reinforcing mat within the scope of the general inventive concept; In particular, it is possible within the scope of the invention to use double rods in the central region Z of the reinforcing mat 1 instead of individual wires.

Des weiteren ist es im Rahmen der Erfindung möglich, die Längs- und Randlängsdrähte 2; 3, 4 der erfindungsgemäßen Bewehrungsmatte 1 aus warmgewalztem Material ohne zusätzlicher Kaltverformung zu erzeugen, während die Querdrähte 5 aus warmgewalztem Material bestehen, das in einem weiteren Arbeitsschritt einer Kaltverformung unterworfen wird. Die Kaltverformung kann aus einer Kaltverfestigung durch Walzen und/oder Ziehen oder aus einer Reckung bestehen. Des weiteren ist es im Rahmen der Erfindung möglich, die Querdrähte 5 der erfindungsgemäßen Bewehrungsmatte 1 aus warmgewalztem Material ohne zusätzlicher Kaltverformung zu erzeugen, während die Längs- und Randlängsdrähte 2; 3, 4 aus warmgewalztem Material bestehen, das in einem weiteren Arbeitsschritt einer Kaltverformung unterworfen wird. Die Kaltverformung kann auch in diesem Fall aus einer Kaltverfestigung durch Walzen und/oder Ziehen oder aus einer Reckung bestehen.Furthermore, it is possible within the scope of the invention, the longitudinal and longitudinal side wires 2; 3, 4 of the reinforcing mat 1 according to the invention to be produced from hot-rolled material without additional cold deformation, while the transverse wires 5 are made of hot-rolled material, which is subjected to cold deformation in a further step. Cold working may consist of work hardening by rolling and / or drawing or drawing. Furthermore, it is possible within the scope of the invention to produce the transverse wires 5 of the reinforcing mat 1 according to the invention of hot-rolled material without additional cold deformation, while the longitudinal and longitudinal side wires 2; 3, 4 are made of hot-rolled material, which is subjected to cold deformation in a further step. The cold working may in this case consist of a work hardening by rolling and / or drawing or from a stretching.

Claims (11)

  1. Reinforcing mat for reinforced concrete consisting of longitudinal and transverse wires crossing one another at right angles and welded to one another at the points of intersection, each reinforcing mat edge having two longitudinal edge wires and having transverse wire end parts projecting beyond the longitudinal edge wires, and which are bent back in the mat plane in the form of a loop to form the longitudinal edge wires and are welded to the latter, characterised in that the longitudinal wires (2) arranged in the central region (Z) of the reinforcing mat (1) have the same mutual axial distances (a) and the same cross-sectional areas (F), in that the reinforcing mat (1) has on both longitudinal sides, edge regions (R) which consist of a pair of parallel longitudinal edge wires (3, 4) having a mutual axial distance (c), which, as known per se, is smaller than the axial distance (a) of the longitudinal wires (2) in the central region (Z) of the reinforcing mat (1) and having an axial distance (b) of the inner longitudinal edge wire (3) from the adjacent longitudinal wire (2) of the central region (Z), which, as known per se, is greater than the axial distance (a) of the longitudinal wires (2) in the central region (Z) of the reinforcing mat (1), and of edge loops (7), in that the reinforcing mat (1) is part of a range of grades, in which the total widths (B) of all reinforcing mats (1) are constant and the two edge regions (R) of all reinforcing mats (1) are designed to be the same and have constant axial distances (b, c, d), wherein the number of longitudinal wires (2) in the central region (Z) of the reinforcing mats (1) increases within a series with increasing nominal steel cross-section in the central region (Z) in whole-number steps and the mutual axial distance (a) decreases to the same extent, and wherein the necessary nominal steel cross-sections of the range of grades is achieved with a minimum number of whole-number wire diameters for the longitudinal, longitudinal edge and transverse wires (2; 3, 4; 5).
  2. Reinforcing mat according to claim 1, characterised in that all reinforcing mats (1) of the range of grades have a constant total width (B) of 2,400 mm, constant axial distances (b) of the inner longitudinal edge wires (3) from their adjacent longitudinal wires (2) of the central region (Z) of 200 mm, constant axial distances (c) of the inner longitudinal edge wires (3) from the outer longitudinal edge wires (4) of 50 mm, constant loop projections (d) of 50 mm, in that the axial distances (a) of the longitudinal wires (2) in the central region (Z) of the reinforcing mats (1) are 100, 120, 150, 180 and 200 mm and in that the diameters of the longitudinal, longitudinal edge and transverse wires (2; 3, 4; 5) are 6, 8, 9, 10 and 12 mm.
  3. Reinforcing mat according to claim 2, characterised in that the axial distances (a) of the longitudinal wires (2) in the central region (Z) of the reinforcing mats (1) change in step sizes of 50 mm, wherein the axial distances (a) are preferably 100, 150 and 200 mm.
  4. Reinforcing mat according to one of claims 1 to 3, characterised in that the axial distances (e) of the transverse wires (5) of all reinforcing mats (1) of the range of grades are 100, 150, 200, 330 and 400 mm.
  5. Reinforcing mat according to one of claims 1 to 4, characterised in that the longitudinal wires (2), the longitudinal edge wires (3, 4) and the transverse wires (5) consist of hot-rolled material of high ductility with whole-number wire diameters.
  6. Reinforcing mat according to claim 5, characterised in that the longitudinal wires (2), the longitudinal edge wires (3, 4) and the transverse wires (5) consist of hot-rolled material of high ductility which is subjected to additional cold shaping, preferably stretching.
  7. Reinforcing mat according to one of claims 1 to 6, characterised in that the cross-sectional areas (f) of the two longitudinal edge wires (3, 4) at each mat edge, as known per se, are smaller than the cross-sectional areas (F) of the longitudinal wires (2) in the central region (Z) of the reinforcing mat (1), or in that the cross-sectional areas (f) of the longitudinal edge wires (3, 4) are the same size as the cross-sectional areas (F) of the longitudinal wires (2).
  8. Reinforcing mat according to one of claims 1 to 7, characterised in that the cross-section areas (h) of the transverse wires (5) are smaller than the cross-sectional areas (F) of the longitudinal wires (2) in the central region (Z) of the reinforcing mat (1) or are the same size as the cross-sectional areas (F) of the longitudinal wires (2).
  9. Reinforcing mat according to one of claims 1 to 8, characterised in that the central region (Z) of the reinforcing mat (1), as known per se, has rectangular meshes (10), wherein the axial distances (e) of the transverse wires (5) are greater than the axial distances (a) of the longitudinal wires (2) in the central region (Z) of the reinforcing mat (1).
  10. Reinforcing mat according to one of claims 1 to 8, characterised in that the central region (Z) of the reinforcing mat (1), as known per se, has square meshes (11).
  11. Reinforcing mat according to one of claims 1 to 10, characterised in that to achieve cost-saving laying of the reinforcing mats (1), the steel cross-section in the covering region of adjacent reinforcing mats (1), as known per se, is approximately the same as the steel cross-section in the central region (Z) of the reinforcing mats (1).
EP01980045A 2000-11-08 2001-11-08 Reinforcing mat for reinforced concrete Expired - Lifetime EP1332262B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20122680U DE20122680U1 (en) 2000-11-08 2001-11-08 Reinforcing mat for reinforced concrete has central area with longitudinal wires at even axial distances and the same cross sectional surfaces, and with looped wire edge areas

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT18892000 2000-11-08
AT0188900A AT411279B (en) 2000-11-08 2000-11-08 REINFORCEMENT MAT FOR STEEL CONCRETE
PCT/AT2001/000351 WO2002038884A1 (en) 2000-11-08 2001-11-08 Reinforcing mat for reinforced concrete

Publications (3)

Publication Number Publication Date
EP1332262A1 EP1332262A1 (en) 2003-08-06
EP1332262B1 true EP1332262B1 (en) 2006-09-06
EP1332262B2 EP1332262B2 (en) 2012-02-15

Family

ID=3689238

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01980045A Expired - Lifetime EP1332262B2 (en) 2000-11-08 2001-11-08 Reinforcing mat for reinforced concrete

Country Status (11)

Country Link
EP (1) EP1332262B2 (en)
AT (2) AT411279B (en)
DE (3) DE50110957D1 (en)
HR (1) HRP20030359A2 (en)
ME (1) MEP19608A (en)
PL (1) PL361305A1 (en)
RS (1) RS50293B (en)
RU (1) RU2273705C2 (en)
SI (1) SI1332262T2 (en)
UA (1) UA76965C2 (en)
WO (1) WO2002038884A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BG65488B1 (en) * 2004-11-09 2008-09-30 Avi Alpenlaendische Veredelungs-Industrie Gesellschaft M.B.H. Method for the production of a set of reinforcing meshes for ferroconcrete
EP1669508A1 (en) * 2004-12-10 2006-06-14 Avi Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Reinforcing mat for reinforced concrete
EP1741851B2 (en) * 2005-07-04 2013-04-24 RUWA Drahtschweisswerk AG Reinforcing mat for reinforced concrete and method for manufacturing a wall reinforcement
EP2130989A1 (en) * 2008-06-02 2009-12-09 AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Reinforcement mesh for reinforced concrete with at least one area of overhang
IT1393381B1 (en) * 2008-09-19 2012-04-20 Melfer S R L METHOD FOR THE CONSTRUCTION AND INSTALLATION OF A BUILDING ARMOR FOR CONSTRUCTIONS, PARTICULARLY FOR THE CONSTRUCTION OF STREET OR SIMILAR TUNNELS, AND ARMOR SUCH AS OBTAINABLE
CH701796A2 (en) 2009-09-10 2011-03-15 Debrunner Koenig Man Ag A reinforcing element for installation in concrete components.

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE973001C (en) * 1954-09-02 1959-11-12 Baustahlgewebe Gmbh Reinforcement arrangement made of spot-welded reinforcement mesh
US3430406A (en) * 1963-05-06 1969-03-04 Laclede Steel Co Reinforcing mat for use in constructing continuously reinforced concrete slabs
DE1484116C3 (en) * 1963-07-08 1975-12-04 Bau-Stahlgewebe Gmbh, 4000 Duesseldorf Reinforcement mesh row
DE3265453D1 (en) * 1981-11-20 1985-09-19 Avi Alpenlaendische Vered Reinforcing mat for armoured concrete
AT377564B (en) 1981-11-20 1985-04-10 Avi Alpenlaendische Vered REINFORCEMENT MAT FOR STEEL CONCRETE
AT381540B (en) * 1981-11-20 1986-10-27 Avi Alpenlaendische Vered REINFORCEMENT MAT FOR STEEL CONCRETE
AT381542B (en) * 1981-12-23 1986-10-27 Avi Alpenlaendische Vered REINFORCEMENT MAT FOR STEEL CONCRETE
EP0067266A1 (en) * 1981-12-16 1982-12-22 BOSSARD & STÄRKLE AG Reinforcing mesh for biaxial deflection, and method for applying the same
AT379423B (en) * 1982-12-03 1986-01-10 Avi Alpenlaendische Vered REINFORCEMENT MAT FOR STEEL CONCRETE
TW334009U (en) * 1994-09-12 1998-06-11 Stahl Und Walzwerk Marien Hutte Ges M B H Reinforcement steel strip for sheet-like reinforced steel structure
CH689515A5 (en) * 1999-01-19 1999-05-31 Stahl Gerlafingen Ag Concrete steel mat for reinforcement purposes

Also Published As

Publication number Publication date
ATE338859T1 (en) 2006-09-15
YU28803A (en) 2005-09-19
SI1332262T2 (en) 2012-05-31
SI1332262T1 (en) 2007-02-28
PL361305A1 (en) 2004-10-04
DE20122680U1 (en) 2007-02-22
WO2002038884A1 (en) 2002-05-16
RU2273705C2 (en) 2006-04-10
DE20122693U1 (en) 2007-06-14
UA76965C2 (en) 2006-10-16
DE50110957D1 (en) 2006-10-19
EP1332262A1 (en) 2003-08-06
ATA18892000A (en) 2003-04-15
HRP20030359A2 (en) 2003-08-31
EP1332262B2 (en) 2012-02-15
MEP19608A (en) 2010-06-10
AT411279B (en) 2003-11-25
RS50293B (en) 2009-09-08

Similar Documents

Publication Publication Date Title
DE1035606B (en) Process for the manufacture of reinforcing steel with transversely grooved parts of its circumference
EP1332262B1 (en) Reinforcing mat for reinforced concrete
EP0080454A1 (en) Reinforcing mat for armoured concrete
DE9207598U1 (en) Reinforcing fiber made of steel wire
DE3828596A1 (en) METHOD FOR REINFORCING CONCRETE PANELS, DEVICE FOR IMPLEMENTING THE METHOD AND GRID CARRIER
DE1484116C3 (en) Reinforcement mesh row
EP1231331B1 (en) Reinforcing bar with ribs and reinforced concrete
DE3832504A1 (en) RAILWAY SLEEPER FROM PRESSURE CONCRETE
EP1669508A1 (en) Reinforcing mat for reinforced concrete
EP0025436B1 (en) Reinforcement for reinforced concrete and process for the manufacture thereof
CH658489A5 (en) Reinforcing mat for reinforced concrete
DE19604766C1 (en) Formwork element
AT409514B (en) REINFORCING MAT
AT405029B (en) METHOD FOR LINING GRID BEAMS TOGETHER
DE60007824T2 (en) girder
AT379423B (en) REINFORCEMENT MAT FOR STEEL CONCRETE
DE102020126584B3 (en) Machine and process for the production of uniaxial steel wire mesh
AT8299U1 (en) REINFORCEMENT MATERIAL FOR STEEL CONCRETE
EP0097143B1 (en) Reinforcing mat for reinforced concrete
DE2806228A1 (en) Concrete reinforcing mat for tiered layout - has two alignment marks on one side of cross rod
AT399006B (en) Process for producing parts for reinforced-concrete reinforcements
EP0738361B2 (en) Cold-rolled reinforcing steel and process for its manufacture
DE1484091A1 (en) Reinforcement element and method of its manufacture
EP2130989A1 (en) Reinforcement mesh for reinforced concrete with at least one area of overhang
DE4211044B4 (en) Spiral wound reinforcing strip

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20030430

AK Designated contracting states

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: RO SI

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: RO SI

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20060906

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060906

Ref country code: GB

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060906

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060906

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50110957

Country of ref document: DE

Date of ref document: 20061019

Kind code of ref document: P

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20061130

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20061130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20061206

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20061206

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20061217

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

26 Opposition filed

Opponent name: DRAHTWERK PLOCHINGEN GMBH

Effective date: 20061214

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070219

NLR1 Nl: opposition has been filed with the epo

Opponent name: DRAHTWERK PLOCHINGEN GMBH

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20060906

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

EN Fr: translation not filed
PLAX Notice of opposition and request to file observation + time limit sent

Free format text: ORIGINAL CODE: EPIDOSNOBS2

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: ISLER & PEDRAZZINI AG;POSTFACH 1772;8027 ZUERICH (CH)

PLBB Reply of patent proprietor to notice(s) of opposition received

Free format text: ORIGINAL CODE: EPIDOSNOBS3

BERE Be: lapsed

Owner name: AVI ALPENLANDISCHE VEREDELUNGS-INDUSTRIE -G. M.B.

Effective date: 20061130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20061207

Ref country code: FR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070511

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20061108

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060906

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060906

Ref country code: FR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060906

RDAF Communication despatched that patent is revoked

Free format text: ORIGINAL CODE: EPIDOSNREV1

APAH Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOSCREFNO

APBM Appeal reference recorded

Free format text: ORIGINAL CODE: EPIDOSNREFNO

APBP Date of receipt of notice of appeal recorded

Free format text: ORIGINAL CODE: EPIDOSNNOA2O

APBQ Date of receipt of statement of grounds of appeal recorded

Free format text: ORIGINAL CODE: EPIDOSNNOA3O

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20071108

APBU Appeal procedure closed

Free format text: ORIGINAL CODE: EPIDOSNNOA9O

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20101110

Year of fee payment: 10

PGRI Patent reinstated in contracting state [announced from national office to epo]

Ref country code: IT

Effective date: 20110616

PUAH Patent maintained in amended form

Free format text: ORIGINAL CODE: 0009272

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT MAINTAINED AS AMENDED

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20111128

Year of fee payment: 11

27A Patent maintained in amended form

Effective date: 20120215

AK Designated contracting states

Kind code of ref document: B2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: RO SI

REG Reference to a national code

Ref country code: CH

Ref legal event code: AEN

Free format text: AUFRECHTERHALTUNG DES PATENTES IN GEAENDERTER FORM

REG Reference to a national code

Ref country code: DE

Ref legal event code: R102

Ref document number: 50110957

Country of ref document: DE

Effective date: 20120215

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

R26 Opposition filed (corrected)

Opponent name: DRAHTWERK PLOCHINGEN GMBH

Effective date: 20061214

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20130601

REG Reference to a national code

Ref country code: SI

Ref legal event code: KO00

Effective date: 20130612

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121108

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130601

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50110957

Country of ref document: DE

Representative=s name: MITSCHERLICH & PARTNER PATENT- UND RECHTSANWAE, DE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50110957

Country of ref document: DE

Representative=s name: MITSCHERLICH, PATENT- UND RECHTSANWAELTE PARTM, DE

Effective date: 20130909

Ref country code: DE

Ref legal event code: R082

Ref document number: 50110957

Country of ref document: DE

Representative=s name: MITSCHERLICH, PATENT- UND RECHTSANWAELTE, PART, DE

Effective date: 20130909

Ref country code: DE

Ref legal event code: R082

Ref document number: 50110957

Country of ref document: DE

Representative=s name: MITSCHERLICH & PARTNER PATENT- UND RECHTSANWAE, DE

Effective date: 20130909

Ref country code: DE

Ref legal event code: R081

Ref document number: 50110957

Country of ref document: DE

Owner name: BSTG, DRAHTWAREN PRODUKTIONS- UND HANDELS-GMBH, AT

Free format text: FORMER OWNER: AVI ALPENLAENDISCHE VEREDELUNGS-INDUSTRIE GES.M.B.H., RAABA, AT

Effective date: 20130909

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: BSTG, DRAHTWAREN PRODUKTIONS- UND HANDELS-GMBH, AT

Free format text: FORMER OWNER: AVI ALPENLAENDISCHE VEREDELUNGS-INDUSTRIE GESELLSCHAFT M.B.H., AT

REG Reference to a national code

Ref country code: AT

Ref legal event code: PC

Ref document number: 338859

Country of ref document: AT

Kind code of ref document: T

Owner name: BSTG, DRAHTWAREN PRODUKTIONS- UND HANDELS-GMBH, AT

Effective date: 20140218

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20201028

Year of fee payment: 20

Ref country code: CH

Payment date: 20201111

Year of fee payment: 20

Ref country code: DE

Payment date: 20201103

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 50110957

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK07

Ref document number: 338859

Country of ref document: AT

Kind code of ref document: T

Effective date: 20211108