EP0392039B1 - Steel strip for concrete reinforcement - Google Patents
Steel strip for concrete reinforcement Download PDFInfo
- Publication number
- EP0392039B1 EP0392039B1 EP89106394A EP89106394A EP0392039B1 EP 0392039 B1 EP0392039 B1 EP 0392039B1 EP 89106394 A EP89106394 A EP 89106394A EP 89106394 A EP89106394 A EP 89106394A EP 0392039 B1 EP0392039 B1 EP 0392039B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sheet
- steel
- fibre
- width
- length
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D28/00—Shaping by press-cutting; Perforating
- B21D28/02—Punching blanks or articles with or without obtaining scrap; Notching
- B21D28/06—Making more than one part out of the same blank; Scrapless working
Definitions
- the invention relates to a steel fiber in the form of a sheet metal strip as a reinforcing element for concrete according to the preamble of claim 1 and to a method for its production according to the preamble of claim 4.
- a generic steel fiber and a method for its production is e.g. known from DE-C-2824777.
- steel fibers are used as reinforcement elements.
- a concrete reinforced with steel fibers is improved in its properties, for example tensile strength, breaking strength, shear strength, stretchability, toughness, dynamic strength, fatigue strength. It is therefore used on a large scale.
- the steel fiber should have the following properties: It should be hard and strong. It should not break when mixed with concrete or aggregates. It should not be too short or too thick, otherwise it is insufficient in its strengthening. It should not be too long or too thin, otherwise it will tend to form spherical lumps of cement.
- a steel fiber cross section of 0.1 to 1.0 mm2 In general, a steel fiber cross section of 0.1 to 1.0 mm2, a steel fiber length of 20 to 50 mm and a weight fraction of the steel fibers of 15 to 150 kg / m3 of concrete are recommended. In addition to their properties, the cost-effective production of steel fibers is a top priority.
- the steel fiber is a round fiber which is cut off by a corrugated wire (EP 0 130 191 B1; GB 1 446 855 A1).
- the steel fiber is a steel chip that is milled off from a steel block (DE 2 723 382 C3; DE 2 904 228 C2).
- the steel fiber is in the form of a sheet metal strip which is sheared off from a sheet (DE 2 359 368 A1; DE 2 359 367 B2; DE 2 824 777 C3).
- the steel fibers belonging to the third group have excellent properties.
- the process for their production has hitherto been associated with the lack of high production costs: the width of the steel sheet produced in the desired fiber thickness is split to the desired fiber length, after which the fibers are sheared off in the desired width.
- the invention seeks to remedy this.
- the invention has for its object to provide steel fibers with further improved properties in a cost-effective manufacturing process from a sheet as a starting material.
- the sheet metal strips are first brought to a width which is equal to the length of the steel fiber.
- the sheet width is theoretically arbitrary; in practice it depends on the width of the sheets on the market, and on the other hand on the dimensions of the punch press insert and the dimensions in which the tool can be produced economically.
- the fiber length is also fixed in the known methods with the sheet metal strip width, this is variable in the invention: by exchanging the tool inserts, fibers of different dimensions, including lengths, can be produced for a given sheet metal strip width.
- the sheet is processed without scrap. The punching of the steel fibers and the introduction of the bead-like depressions takes place in the same operation.
- the beads can be designed variably.
- the tool punches in a - for example in 4 - process or work steps. Then in the 1st step every 1st, 4th, 7th etc. row, in the 2nd step every 2nd, 5th, 8th etc. row, in the 3rd step every 3rd, 6th, 9th etc. Punched rows, in the 4th step the strips are punched between the rows. When adjusting the sheet width to the steel fiber length, the entire sheet is processed. All work steps are carried out simultaneously in the same follow-up tool; the tool engages in different places on the sheet metal to carry out one of a working steps. According to (a-1) - in the exemplary embodiment 3 - start-up strokes, all steel fibers are punched in the following tool in each working cycle.
- the steel fiber itself has a high degree of inherent stability due to the beads / profiles on the edge.
- the edge formation also leads to better interlocking with the concrete. Due to the lack of waves, there can be no stretching of the steel fiber under load.
- the steel fiber selected as an exemplary embodiment consists of a sheet metal strip 1. It has a selectable fiber length 1 and a selectable fiber width b. In the exemplary embodiment, the fiber length is approximately 36 mm, the fiber width is approximately 2 mm. Its thickness is approximately 0.4 mm. These dimensions can be changed within limits.
- the metal strip 1 is provided on its longitudinal edges 2, 3 with bead-like depressions 4.
- the bead-like depressions 4 are on the one longitudinal edge 2 compared to those on the other longitudinal edge 3 in the longitudinal direction staggered:
- a bead-like depression on the other longitudinal edge 3 is provided symmetrically between two bead-like depressions 4 on one longitudinal edge 2.
- the bead-like depressions 4 create meandering lines in the view and in the rear view. Another configuration is possible by changing the arrangement and design of the bead-like depressions 4.
- the output for the process for producing the steel fiber with the fiber length 1 and the fiber width b is a sheet with the sheet length L and the sheet width B.
- the sheet length L is arbitrary.
- the sheet width B is adapted to achieve a scrap-free punching process to the dimensions of the sheet metal strip 1 to be punched. It also depends on the dimensions of the insertion of the punch press and the tool.
- a, m and n are integers; a is greater than or equal to 2.
- Steel fibers of fiber length l are arranged in the axial direction over the sheet width B with the interposition of a strip of fiber width bm, n steel fibers of fiber width b are arranged next to one another in the transverse direction over the partial sheet length L1.
- a 3; there are therefore three procedural steps.
- Sections I, II and III are of equal length; they are in the same follow-up tool at the same time.
- the first, third, fifth, thirteenth, fifteenth and seventeenth rows are punched from the full sheet metal - section I in FIG. 4, that is to say the first and each row after the next.
- the sheet has the shape shown in FIG. 4 in section II.
- the remaining rows namely the 2nd, 4th, 6th, ... 14th, 16th and 18th rows are then punched.
- the sheet has the shape shown in FIG. 1 in section III.
- the 4 strips - which are used for the exact manufacture of the steel fibers - are punched at the edge and between the individual steel fibers, which also have the dimensions of one steel fiber.
- more than three fiber rows can be distributed over the sheet width B and integer multiples of 18 over the partial length L1.
- the bead-like depressions 4 are simultaneously introduced into the sheet metal strip 1.
- the steel fibers are used as reinforcement elements for concrete, screed and mortar.
- the process is used to manufacture these steel fibers.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Nonwoven Fabrics (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
Die Erfindung bezieht sich auf eine Stahlfaser in der Form eines Blechstreifens als Bewehrungselement für Beton gemäß dem Oberbegriff des Patentanspruches 1 und auf ein Verfahren zu ihrer Herstellung gemäß dem Oberbegriff des Patentanspruches 4. Eine gattungsgemäße Stahlfaser sowie ein Verfahren zu ihrer Herstellung ist z.B. aus der DE-C-2824777 bekannt.The invention relates to a steel fiber in the form of a sheet metal strip as a reinforcing element for concrete according to the preamble of
Für Beton, worunter im folgenden auch Estrich und Mörtel verstanden werden, werden u.a. Stahlfasern als Bewehrungselemente verwendet. Ein mit Stahlfasern bewehrter Beton ist in seinen Eigenschaften, zum Beispiel Zugfestigkeit, Bruchfestigkeit, Scherfestigkeit, Streckvermögen, Zähigkeit, dynamische Festigkeit, Ermüdungsfestigkeit, verbessert. Man verwendet ihn deshalb in großem Umfang. Die Stahlfaser soll dabei folgende Eigenschaften aufweisen: Sie soll hart und fest sein. Beim Vermischen mit Beton oder Zuschlagstoffen soll sie nicht brechen. Sie soll nicht zu kurz oder zu dick sein, da sie sonst unzureichend in ihrem Verstärkungsvermögen ist. Sie soll nicht zu lang oder zu dünn sein, da sie sonst zur Bildung von kugeligen Zementklumpen neigt. Allgemein werden ein Stahlfaser-Querschnitt von 0,1 bis 1,0 mm², eine Stahlfaser-Länge von 20 bis 50 mm und ein Gewichtsanteil der Stahlfasern von 15 bis 150 kg/m³ Beton empfohlen. Neben ihren Eigenschaften ist die kostengünstige Herstellung der Stahlfasern oberste Bedingung.For concrete, which in the following also means screed and mortar, steel fibers are used as reinforcement elements. A concrete reinforced with steel fibers is improved in its properties, for example tensile strength, breaking strength, shear strength, stretchability, toughness, dynamic strength, fatigue strength. It is therefore used on a large scale. The steel fiber should have the following properties: It should be hard and strong. It should not break when mixed with concrete or aggregates. It should not be too short or too thick, otherwise it is insufficient in its strengthening. It should not be too long or too thin, otherwise it will tend to form spherical lumps of cement. In general, a steel fiber cross section of 0.1 to 1.0 mm², a steel fiber length of 20 to 50 mm and a weight fraction of the steel fibers of 15 to 150 kg / m³ of concrete are recommended. In addition to their properties, the cost-effective production of steel fibers is a top priority.
Nach ihrer äußeren Gestalt, dem Ausgangsmaterial und dem Verfahren zu ihrer Herstellung werden im wesentlichen drei Gruppen von Stahlfasern unterschieden. Bei der ersten Gruppe liegt die Stahlfaser als Rundfaser vor, die von einem gewellten Draht abgeschnitten wird (EP 0 130 191 B1; GB 1 446 855 A1). Bei der zweiten Gruppe liegt die Stahlfaser als Stahlspan vor, der von einem Stahlblock abgefräst wird (DE 2 723 382 C3; DE 2 904 228 C2). Bei der dritten Gruppe liegt die Stahlfaser als Blechstreifen vor, der von einem Blech abgeschert wird (DE 2 359 368 A1; DE 2 359 367 B2; DE 2 824 777 C3).Basically, three groups of steel fibers are distinguished according to their external shape, the starting material and the process for their production. In the first group, the steel fiber is a round fiber which is cut off by a corrugated wire (EP 0 130 191 B1;
Es ist bekannt, daß die der dritten Gruppe zugeordneten Stahlfasern hervorragende Eigenschaften aufweisen. Dem Verfahren zu ihrer Herstellung haftet jedoch bisher der Mangel hoher Produktionskosten an: Das in der gewünschten Faserstärke hergestellte Stahlblech wird in seiner Breite auf die gewünschte Faserlänge gespalten, wonach die Fasern in der gewünschten Breite abgeschert werden.It is known that the steel fibers belonging to the third group have excellent properties. However, the process for their production has hitherto been associated with the lack of high production costs: the width of the steel sheet produced in the desired fiber thickness is split to the desired fiber length, after which the fibers are sheared off in the desired width.
Hier will die Erfindung Abhilfe schaffen. Der Erfindung liegt die Aufgabe zugrunde, aus einem Blech als Ausgangsmaterial Stahlfasern mit weiter verbesserten Eigenschaften in einem kostengünstigen Herstellungsverfahren zu schaffen.The invention seeks to remedy this. The invention has for its object to provide steel fibers with further improved properties in a cost-effective manufacturing process from a sheet as a starting material.
Diese Aufgabe wird bei einem Verfahren der eingangs genannten Art durch die Verfahrensschritte und-merkmale des Patentanspruchs 4 erfindungsgemäß gelöst.This object is achieved according to the invention in a method of the type mentioned at the outset by the method steps and features of
Die abhängigen Patentansprüche 5 bis 7 betreffen bevorzugte Ausführungsformen des Verfahrens.The dependent claims 5 to 7 relate to preferred embodiments of the method.
Entsprechend der Erfingdung hergestellte Stahlfaser mit ihren speziellen Ausgestaltungen werden in den Patentansprüchen 1 bis 3 angegeben.Steel fibers manufactured in accordance with the invention with their special configurations are specified in
Bei der Erfindung ist der den Verfahren zur Herstellung von Stahlfasern aus Blech anhaftende Nachteil beseitigt, daß die Blechstreifen zunächst auf eine Breite gebracht werden, die gleich der Länge der Stahlfaser ist. Bei der Erfindung ist die Blechbreite theoretisch beliebig; in der Praxis hängt sie einmal von der Breite der auf dem Markt befindlichen Bleche, zum anderen davon ab, welche Abmessungen der Einschub der Stanzpresse hat und in welchen Abmessungen das Werkzeug wirtschaftlich herzustellen ist. Während bei den bekannten Verfahren mit der Blechstreifenbreite auch die Faserlänge festgelegt ist, ist diese bei der Erfindung variabel: Durch Austausch der Werkzeugeinsätze können bei einer vorgegebenen Blechstreifenbreite Fasern unterschiedlicher Abmessungen, auch Längen, hergestellt werden. Das Blech wird schrottfrei verarbeitet. Das Stanzen der Stahlfasern und das Einbringen der sickenartigen Vertiefungen erfolgt in demselben Arbeitsgang. Dabei können die Sicken variabel gestaltet werden.In the invention, the disadvantage inherent in the process for the production of steel fibers from sheet metal is eliminated that the sheet metal strips are first brought to a width which is equal to the length of the steel fiber. In the invention, the sheet width is theoretically arbitrary; in practice it depends on the width of the sheets on the market, and on the other hand on the dimensions of the punch press insert and the dimensions in which the tool can be produced economically. While the fiber length is also fixed in the known methods with the sheet metal strip width, this is variable in the invention: by exchanging the tool inserts, fibers of different dimensions, including lengths, can be produced for a given sheet metal strip width. The sheet is processed without scrap. The punching of the steel fibers and the introduction of the bead-like depressions takes place in the same operation. The beads can be designed variably.
Das Werkzeug stanzt in a - zum Beispiel in 4 - Verfahrens- oder Arbeitsschritten. Dann wird beim 1. Arbeitsschritt jede 1., 4., 7 usw. Reihe, beim 2. Arbeitsschritt jede 2., 5., 8. usw. Reihe, beim 3. Arbeitsschritt jede 3., 6., 9. usw. Reihe gestanzt, beim 4. Arbeitsschritt werden die Streifen zwischen den Reihen gestanzt. Bei Anpassung der Blechbreite an die Stahlfaserlänge wird das gesamte Blech verarbeitet. Alle Arbeitsschritte werden in demselben Folgewerkzeug gleichzeitig ausgeführt; das Werkzeug greift an unterschiedlichen Stellen des Blechs zur Ausführung jeweils eines von a Arbeitsschritten an. Nach (a-1) - im Ausführungsbeispiel 3 - Anfahrhüben werden in dem Folgewerkzeug bei jedem Arbeitstakt alle Stahlfasern gestanzt.The tool punches in a - for example in 4 - process or work steps. Then in the 1st step every 1st, 4th, 7th etc. row, in the 2nd step every 2nd, 5th, 8th etc. row, in the 3rd step every 3rd, 6th, 9th etc. Punched rows, in the 4th step the strips are punched between the rows. When adjusting the sheet width to the steel fiber length, the entire sheet is processed. All work steps are carried out simultaneously in the same follow-up tool; the tool engages in different places on the sheet metal to carry out one of a working steps. According to (a-1) - in the exemplary embodiment 3 - start-up strokes, all steel fibers are punched in the following tool in each working cycle.
Die Stahlfaser selbst weist durch die Sicken/Profile am Rand eine hohe Eigenstabilität auf.Die Randausbildung führt auch zu einer besseren Verzahnung mit dem Beton. Durch das Fehlen von Wellen kann es auch nicht Streckungen der Stahlfaser bei Belastung geben.The steel fiber itself has a high degree of inherent stability due to the beads / profiles on the edge. The edge formation also leads to better interlocking with the concrete. Due to the lack of waves, there can be no stretching of the steel fiber under load.
Ein Ausführungsbeispiel der Erfindung ist in der Zeichnung dargestellt und wird nachfolgend im einzelnen beschrieben. Es zeigen:
Figur 1- in vergrößerter Darstellung die Aufsicht einer Stahlfaser;
Figur 2- eine Seitenansicht der Stahlfaser gegen die schmale Seite;
Figur 3- die Unteransicht der Stahlfaser;
Figur 4- ein Blech mit den Verfahrensschritten zum Stanzen der Stahlfasern.
- Figure 1
- in an enlarged view the supervision of a steel fiber;
- Figure 2
- a side view of the steel fiber against the narrow side;
- Figure 3
- the bottom view of the steel fiber;
- Figure 4
- a sheet with the process steps for punching the steel fibers.
Die als Ausführungsbeispiel gewählte Stahlfaser besteht aus einem Blechstreifen 1. Sie weist eine wählbare Faserlänge 1 und eine wählbare Faserbreite b auf. Im Ausführungsbeispiel beträgt die Faserlänge ca. 36 mm, die Faserbreite ca. 2 mm. Ihre Dicke beträgt ca. 0,4 mm. In Grenzen sind diese Abmessungen veränderbar.The steel fiber selected as an exemplary embodiment consists of a
Der Blechstreifen 1 ist an seinen Längsrändern 2, 3 mit sickenartigen Vertiefungen 4 versehen. Die sickenartigen Vertiefungen 4 sind an dem einen Längsrand 2 gegenüber denen an dem anderen Längsrand 3 in Längsrichtung versetzt angeordnet: Symmetrisch ist zwischen jeweils zwei sickenartigen Vertiefungen 4 an dem einen Längsrand 2 eine sickenartige Vertiefung an dem anderen Längsrand 3 vorgesehen.The
Durch die sickenartigen Vertiefungen 4 entstehen in der Ansicht und in der Rückansicht mäanderförmige Linien. Durch Änderung von Anordnung und Ausbildung der sickenartigen Vertiefungen 4 ist eine andere Ausgestaltung möglich.The bead-
Ausgang für das Verfahren zur Herstellung der Stahlfaser mit der Faserlänge 1 und der Faserbreite b ist ein Blech mit der Blechlänge L und der Blechbreite B. Die Blechlänge L ist beliebig. Die Blechbreite B ist zur Erzielung eines schrottfreien Stanzvorgangs an die Abmessungen der zu stanzenden Blechstreifen 1 angepaßt. Sie hängt außerdem von den Abmessungen des Einschubs der Stanzpresse und des Werkzeugs ab. Über die Blechbreite B > m · 1 oder B > n · b und über eine Länge
Fasern aus dem Blech 10 gestanzt. Dabei sind a, m und n ganze Zahlen; a ist größer oder gleich 2.The output for the process for producing the steel fiber with the
Fibers punched out of sheet 10. Here a, m and n are integers; a is greater than or equal to 2.
Über die Blechbreite B sind unter Zwischenfügung je eines Streifens von der Faserbreite b m Stahlfasern der Faserlänge l in Axialrichtung, über die Blech-Teillänge L1 n Stahlfasern der Faserbreite b in Querrichtung nebeneinander angeordnet. Im Ausführungsbeispiel sind über die dargestellte Blechbreite B 3 Stahlfasern mit der Faserlänge l = 36 mm angeordnet. Über die Blech-Teillänge L1, die im Ausführungsbeispiel gleich der Faserlänge l gewählt ist, sind n = 18 Stahlfasern der Faserbreite b = 2 mm in Querrichtung nebeneinander angeordnet.Steel fibers of fiber length l are arranged in the axial direction over the sheet width B with the interposition of a strip of fiber width bm, n steel fibers of fiber width b are arranged next to one another in the transverse direction over the partial sheet length L1. In the exemplary embodiment, 3 steel fibers with the fiber length l = 36 mm are arranged over the sheet width B shown. N = 18 steel fibers of fiber width b = 2 mm are arranged next to one another in the transverse direction over the sheet metal part length L1, which in the exemplary embodiment is equal to the fiber length l.
Es ist möglich, die Lage der Stahlfasern um 90o zu drehen, also die Stahlfasern in Längsrichtung des Blechs auszurichten.It is possible to turn the position of the steel fibers by 90 o , i.e. to align the steel fibers in the longitudinal direction of the sheet.
Bei a Verfahrensschritten zur Herstellung der Stahlfasern über die Teillänge des Blechs
ist.In a process steps for the production of the steel fibers over the partial length of the sheet
is.
Im Ausführungsbeispiel ist a = 3; es sind also drei Verfahrensschritte vorgesehen. Die Zahl der über die Blechbreite B verteilten Faserreihen ist m = 3, die Zahl der über die Teillänge L1 verteilten Fasern ist n = 18. Die Abschnitte I, II und III sind gleich lang; sie sind gleichzeitig in demselben Folgewerkzeug. Beim ersten Verfahrensschritt werden aus dem vollen Blech - Abschnitt I in Figur 4 - die 1., 3., 5.,.. 13., 15. und 17. Reihe gestanzt, also die erste und jede übernächste Reihe. Nach diesem ersten Verfahrensschritt hat das Blech die in Figur 4 im Abschnitt II dargestellte Form. Im zweiten Verfahrensschritt werden dann die verbliebenen Reihen, nämlich die 2., 4., 6.,..14., 16., und 18. Reihe gestanzt. Nach diesem Verfahrensschritt hat das Blech die in Figur 1 im Abschnitt III dargestellte Form. Im dritten Verfahrensschritt werden dann die - aus Gründen der exakten Herstellung der Stahlfasern verwendeten - 4 Streifen am Rand und zwischen den einzelnen Stahlfasern stehengebliebenen Streifen, die ebenfalls die Abmessungen jeweils einer Stahlfaser haben, gestanzt. Abhängig von der Größe des Folgewerkzeugs können mehr als drei Faserreihen über die Blechbreite B und ganzzahlige Vielfache von 18 über die Teillänge L1 verteilt sein.In the exemplary embodiment, a = 3; there are therefore three procedural steps. The number of fiber rows distributed over the sheet width B is m = 3, the number of fibers distributed over the partial length L1 is n = 18. Sections I, II and III are of equal length; they are in the same follow-up tool at the same time. In the first process step, the first, third, fifth, thirteenth, fifteenth and seventeenth rows are punched from the full sheet metal - section I in FIG. 4, that is to say the first and each row after the next. After this first process step, the sheet has the shape shown in FIG. 4 in section II. In the second process step, the remaining rows, namely the 2nd, 4th, 6th, ... 14th, 16th and 18th rows are then punched. After this process step, the sheet has the shape shown in FIG. 1 in section III. In the third process step, the 4 strips - which are used for the exact manufacture of the steel fibers - are punched at the edge and between the individual steel fibers, which also have the dimensions of one steel fiber. Depending on the size of the follow-up tool, more than three fiber rows can be distributed over the sheet width B and integer multiples of 18 over the partial length L1.
Während des Stanzvorgangs werden gleichzeitig die sickenartigen Vertiefungen 4 in den Blechstreifen 1 eingebracht.During the punching process, the bead-
Die Stahlfasern werden als Bewehrungselemente für Beton, Estrich und Mörtel verwendet. Das Verfahren dient der Herstellung dieser Stahlfasern.The steel fibers are used as reinforcement elements for concrete, screed and mortar. The process is used to manufacture these steel fibers.
Claims (7)
- A steel fibre in the form of a sheet metal strip as a reinforcing element for concrete, characterised in that the sheet metal strip (1) is provided on at least one of its longitudinal edges (2; 3) with groove-like recesses (4).
- A steel fibre according to claim 1, characterised in that the groove-like recesses (4) on one longitudinal edge (2) are arranged offset in the longitudinal direction relative to the recesses on the other longitudinal edge (3).
- A steel fibre according to claim 1 or 2, characterised in that a groove-like recess (4) is arranged on the second longitudinal edge (3) symmetrically between two groove-like recesses (4) on the first longitudinal edge (2) in each case.
- A method for manufacturing a steel fibre as a reinforcing element for concrete from sheet metal, characterised in that, with a selectable fibre length 1 and a selectable fibre width b, from the sheet having a sheet length L and a sheet width B over the sheet width B > m . 1 and over a partial length
- A method according to claim 4, characterised in that m steel fibres having the fibre length l are arranged adjacent one another in the axial direction over the sheet width B with the interposition of one strip having the fibre width b and n steel fibres having the fibre width b are arranged adjacent one another in the transverse direction over the sheet partial length L1, the product of the fibre width b and the number n of adjacent fibres being equal to an integral multiple of the fibre length 1.
- A method according to claim 5, characterised in that in the a th method step, (m + 1) strips are stamped as steel fibres.
- A method according to claim 5 or 6, characterised in that, with a method steps along the partial length of the sheet
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP89106394A EP0392039B1 (en) | 1989-04-11 | 1989-04-11 | Steel strip for concrete reinforcement |
AT89106394T ATE83406T1 (en) | 1989-04-11 | 1989-04-11 | STEEL FIBER AS A REINFORCEMENT ELEMENT FOR CONCRETE. |
DE8989106394T DE58903045D1 (en) | 1989-04-11 | 1989-04-11 | STEEL FIBER AS REINFORCEMENT ELEMENT FOR CONCRETE. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP89106394A EP0392039B1 (en) | 1989-04-11 | 1989-04-11 | Steel strip for concrete reinforcement |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0392039A1 EP0392039A1 (en) | 1990-10-17 |
EP0392039B1 true EP0392039B1 (en) | 1992-12-16 |
Family
ID=8201204
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP89106394A Expired - Lifetime EP0392039B1 (en) | 1989-04-11 | 1989-04-11 | Steel strip for concrete reinforcement |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0392039B1 (en) |
AT (1) | ATE83406T1 (en) |
DE (1) | DE58903045D1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE104885T1 (en) * | 1991-07-16 | 1994-05-15 | Uab Unternehmens Anlage Beratu | METHOD OF MANUFACTURE OF REINFORCEMENT ELEMENT FOR CONCRETE. |
DE4208080A1 (en) * | 1992-03-13 | 1993-09-16 | Vulkan Harex Stahlfasertech | METHOD AND CUTTING TOOL FOR PRODUCING STEEL SHEET FIBERS |
DE102008034250A1 (en) * | 2008-07-23 | 2010-01-28 | Karl-Hermann Stahl | Process for the production of steel fibers |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS52144424A (en) * | 1976-05-24 | 1977-12-01 | Takeo Nakagawa | Manufacture of steel fiber for reinforcing concrete |
FR2379332A1 (en) * | 1977-02-02 | 1978-09-01 | Gazzotti Jean | Repetition process for cutting out similar metal items - uses punch and die whose complementary shapes suit different ones |
BE892526A (en) * | 1982-03-16 | 1982-07-16 | Cardelli Ezio | Wire mfr. from strip - using rolling mills with pairs of rolls with profiled working surfaces |
-
1989
- 1989-04-11 AT AT89106394T patent/ATE83406T1/en not_active IP Right Cessation
- 1989-04-11 DE DE8989106394T patent/DE58903045D1/en not_active Expired - Fee Related
- 1989-04-11 EP EP89106394A patent/EP0392039B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE58903045D1 (en) | 1993-01-28 |
EP0392039A1 (en) | 1990-10-17 |
ATE83406T1 (en) | 1993-01-15 |
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