EP0098825A1 - Fibres for the reinforcement of mouldable materials with a hydraulic or other bonding agent, and their manufacture - Google Patents

Fibres for the reinforcement of mouldable materials with a hydraulic or other bonding agent, and their manufacture Download PDF

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Publication number
EP0098825A1
EP0098825A1 EP83870069A EP83870069A EP0098825A1 EP 0098825 A1 EP0098825 A1 EP 0098825A1 EP 83870069 A EP83870069 A EP 83870069A EP 83870069 A EP83870069 A EP 83870069A EP 0098825 A1 EP0098825 A1 EP 0098825A1
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EP
European Patent Office
Prior art keywords
characteristic
reinforcement
filiform
matrix
heads
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Granted
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EP83870069A
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German (de)
French (fr)
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EP0098825B1 (en
Inventor
Xavier Pierre Destree
Angelo Antonio Lazzari
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Eurosteel SA
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Eurosteel SA
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Priority claimed from BE0/208508A external-priority patent/BE893726A/en
Application filed by Eurosteel SA filed Critical Eurosteel SA
Priority to AT83870069T priority Critical patent/ATE25727T1/en
Publication of EP0098825A1 publication Critical patent/EP0098825A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/012Discrete reinforcing elements, e.g. fibres
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21BROLLING OF METAL
    • B21B1/00Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
    • B21B1/16Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling wire rods, bars, merchant bars, rounds wire or material of like small cross-section
    • B21B1/163Rolling or cold-forming of concrete reinforcement bars or wire ; Rolls therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21GMAKING NEEDLES, PINS OR NAILS OF METAL
    • B21G3/00Making pins, nails, or the like
    • B21G3/12Upsetting; Forming heads
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21GMAKING NEEDLES, PINS OR NAILS OF METAL
    • B21G3/00Making pins, nails, or the like
    • B21G3/18Making pins, nails, or the like by operations not restricted to one of the groups B21G3/12 - B21G3/16
    • B21G3/30Making pins, nails, or the like by operations not restricted to one of the groups B21G3/12 - B21G3/16 by rolling
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21HMAKING PARTICULAR METAL OBJECTS BY ROLLING, e.g. SCREWS, WHEELS, RINGS, BARRELS, BALLS
    • B21H8/00Rolling metal of indefinite length in repetitive shapes specially designed for the manufacture of particular objects, e.g. checkered sheets
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/03Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete

Definitions

  • the present invention relates to filiform elements, called fibers, which can be used for reinforcing moldable materials with a binder of the hydraulic type or not.
  • fiber reinforcement provides an increase in the breaking energy of the composite material compared to the brittle matrix material.
  • the increase in energy required for breaking corresponds to the energy required for lengthening and breaking the fibrous reinforcement.
  • the behavior of the fiber depends on the behavior of the hooks in the matrix.
  • Fibers with sinusoidal undulations distributed over their entire length are Fibers with sinusoidal undulations distributed over their entire length.
  • the unfolding energy is again much lower than the breaking energy by traction of the fiber; the number of undulations along a fiber does not compensate for the too large radius of curvature of each undulation.
  • Straight smooth fibers comprising in their length flattened parts which can also be located at their ends.
  • the matrix can be sheared by the flattened parts, resulting in harmful loosening.
  • the breaking energy of the composite material would be that of the fragile matrix, increased by that of the fibrous reinforcement.
  • the present invention relates to a steel fiber for example, intended to reinforce a matrix material, concrete for example by never removing shoes from it, neither because of the fiber itself, nor because of the matrix by breaking thereof in the vicinity of 1 'the anchor.
  • the reinforcing fiber comprises at each end according to the invention an anchoring device consisting of one or more volumes of any shape whose all transverse dimensions are greater than the diameter of the filiform body.
  • the anchoring device can be constituted at each end of a single volume called the head, which can have a shape which is increasingly swollen towards the ends of the fiber and even have a part with symmetry of revolution.
  • the generating curve of this solid of revolution can be such that the intersection of the tangent at any point of this curve with the external lateral surface of the filiform body of the fiber is always in the very volume of the head; the heads can however also be partly or entirely of cylindrical shape.
  • the desired fiber must have a filiform body provided at each of its ends with a head whose internal part, that is to say the part in contact with the filiform body, is of solid form of revolution such that the angle between the tangent at any point of the generating curve and the axis of the filiform body has a maximum value between - 20 and 60 °.
  • the value of this angle will depend, to obtain the ideal behavior, on the nature of the material constituting the fiber.
  • steel for increasingly weak mechanical qualities requires increasingly higher head angles and for increasingly high mechanical qualities requires increasingly weak head angles.
  • the filiform elements called "fibers” described above can be manufactured by the use of several methods.
  • a filiform element of indefinite length with a diameter equal to the largest transverse dimension of the head is subjected, by passage between a pair of grooved rolling cylinders, the grooves of which are provided with notches spaced from one another. , a reduction of dia meter over its entire length except that heads are formed at the locations of the notches cut along the grooves of the rolling rolls.
  • the next step in this process is to regularly cut the continuous laminated filamentary member to produce fibers of precise length with a head at each end.
  • Another method is carried out by striking a hammer on each end of a filiform element, without a head, having a diameter equal to that of the body of the fiber, each end being maintained during striking by a matrix so as to obtain a head of desired shape.
  • a third process is carried out by forming a drop at the ends of the filiform body at a temperature close to the melting point of the constituent material. After this forming, it can be quenched to improve the mechanical qualities of the fiber.
  • the wound wire generally designated by the reference notation 1 is drawn towards a rolling apparatus 2 consisting of a pair of fluted rolling cylinders regularly provided over their length with matrix slots of the fiber heads, of which FIGS. 7 and 8 give an example so as to reduce the diameter of the wire as a base material up to the diameter of the filiform body of the fiber except at the location of the heads of these fibers.
  • This rolling apparatus 2 provides a wire of diameter smaller than the initial diameter and provided with regular spacing of swellings.
  • the shearing device 4 cuts the wire thus obtained at mid-volume of each swelling to create the fibers provided with their heads.
  • the wound wire generally designated by the reference numeral 1 is drawn towards a shearing apparatus producing straight filiform elements 6 of short constant length which must be gripped individually, pinched at their ends between two dies, as in figure 9, generating with the help of hammers striking the desired heads in their exact form.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ropes Or Cables (AREA)
  • Treatments For Attaching Organic Compounds To Fibrous Goods (AREA)
  • Moulding By Coating Moulds (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Reinforced Plastic Materials (AREA)
  • Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)
  • Nonwoven Fabrics (AREA)

Abstract

Reinforcement of a moldable material by means of fibers comprised of a filiform body provided at each of each ends with an anchoring device consisting of one or a plurality of volumes of any shapes and of which all cross-section dimensions are larger than the diameter of the filiform body.

Description

La présente invention est relative à des éléments filiformes, appelés fibres, pouvant servir pour le renforcement de matériaux moulables à liant du type hydraulique ou non.The present invention relates to filiform elements, called fibers, which can be used for reinforcing moldable materials with a binder of the hydraulic type or not.

En ce qui concerne le renforcement des matériaux moulables à liant hydraulique, la technique du renforcement du béton par fibres métalliques, éléments filiformes de courte longueur en acier par exemple, est actuellement d'utilisation courante; les propriétés du béton renforcé par ces fibres sont désormais bien connues et plusieurs types de fibres de provenances différentes destinées à des applications bien spécifiques sont actuellement disponibles.With regard to the reinforcement of moldable materials with a hydraulic binder, the technique of reinforcing concrete with metal fibers, filiform elements of short length in steel for example, is currently in common use; the properties of concrete reinforced with these fibers are now well known and several types of fibers from different sources intended for very specific applications are currently available.

Ces différents types de fibres sont caractéri- sables par leur effet de renforcement sur le matériau composite , effet provoqué par leurs caractéristiques géométriques et mécaniques.These different types of fibers can be characterized by their reinforcing effect on the composite material, an effect caused by their geometric and mechanical characteristics.

De manière à pouvoir objectivement comparer plusieurs types différents de fibres, il est utile de rappeler le comportement et le processus de renforcement d'un matériau composite à matrice fragile, renforcé par des fibres en matériau ductile.In order to be able to objectively compare several different types of fibers, it is useful to recall the behavior and the reinforcement process of a composite material with a brittle matrix, reinforced by fibers of ductile material.

Ce comportement dépend de L'effet du renfort fibreux dans la matrice au voisinage d'une fissure apparue suite à la fragilité de la matrice , la fissure ayant été provoquée par un dépassement de la contrainte de traction de rupture dû à des variations dimensionnelles (thermiques, hygrométriques) ou à des sollicitations de flexion ou traction.This behavior depends on the effect of the fibrous reinforcement in the matrix in the vicinity of a crack appeared following the brittleness of the matrix, the crack having been caused by an exceeding of the tensile stress of rupture due to dimensional variations (thermal , hygrometric) or to bending or tensile stresses.

Idéalement, le renforcement par fibres apporte un accroissement d'énergie de rupture du matériau composite par rapport au matériau- matrice fragile.Ideally, fiber reinforcement provides an increase in the breaking energy of the composite material compared to the brittle matrix material.

L'accroisement d'énergie nécessaire à la rupture correspond à l'énergie nécessaire à l'allongement et à la rupture du renfort fibreux.The increase in energy required for breaking corresponds to the energy required for lengthening and breaking the fibrous reinforcement.

Cette explication de l'intervention du renfort fibreux fait bien comprendre la nécessité de réaliser une solidarisation parfaite entre les fibres ductiles et la matrice fragile.This explanation of the intervention of the fibrous reinforcement makes it clear the need to achieve a perfect connection between the ductile fibers and the fragile matrix.

Par application de ces principes, il est facile de caractériser les différents types de fibres disponibles actuellement :

  • - Les fibres longues et droites représentées en figure 1.
By applying these principles, it is easy to characterize the different types of fibers currently available:
  • - The long and straight fibers shown in Figure 1.

Seules les tensions d'adhérence régnant le long de l'interface fibre - matrice peuvent provoquer un ancrage de la fibre dans la matrice.Only the adhesion tensions prevailing along the fiber-matrix interface can cause the fiber to anchor in the matrix.

On montre que pour pouvoir solliciter la fibre en traction jusqu'à atteindre une tension de traction voisine de la rupture de celle-ci, il faudrait que son diamètre soit au moins 200 fois plus petit que sa longueur; pour des raisons pratiques de mise en oeuvre, il est exclu d'utiliser des fibres qui auraient une telle caractéristique géométrique.It is shown that in order to be able to urge the fiber in tension until reaching a tensile tension close to the breaking of the latter, its diameter would have to be at least 200 times smaller than its length; for practical reasons of implementation, it is excluded to use fibers which would have such a geometric characteristic.

Les fibres longues munies de crochets en leurs extrémités.Long fibers with hooks at their ends.

Trois types différents sont représentés en figure 2. La présence de crochets aux extrémités permet de réaliser un accrochage de la fibre à la matrice.Three different types are shown in Figure 2. The presence of hooks at the ends makes it possible to attach the fiber to the matrix.

Le comportement de la fibre dépend de la tenue des crochets dans la matrice.The behavior of the fiber depends on the behavior of the hooks in the matrix.

On constate expérimentalement que quelle que soit la géométrie des crochets (nombre de courbures opposées , rayon de courbure), l'énergie nécessaire à les déplier est toujours plus faible que l'énergie de rupture par traction de la fibre; il s'en suit que souvent les fibres munies de crochets ne sont pas amenées dans un état voisin de la rupture dans une fissure de la matrice mais sont déchaussées par dépliage des crochets.It has been found experimentally that whatever the geometry of the hooks (number of opposite curvatures, radius of curvature), the energy necessary to unfold them is always lower than the energy of rupture by traction of the fiber; it follows that often the fibers provided with hooks are not brought into a state close to rupture in a crack in the matrix but are released by unfolding the hooks.

Comme conclusion, on admet que les crochets aux extrémités, s'ils améliorent considérablement la tenue du matériau composite , ne sont pas suffisants pour obtenir le comportement idéal.As a conclusion, it is accepted that the hooks at the ends, if they considerably improve the behavior of the composite material, are not sufficient to obtain the ideal behavior.

Les fibres munies d'ondulations sinusoïdales réparties sur toutes leur longueur.Fibers with sinusoidal undulations distributed over their entire length.

Dans ce cas, l'énergie de dépliage est à nouveau bien inférieure à l'énergie de rupture par traction de la fibre ; le nombre d'ondulations le long d'une fibre ne compense pas le trop grand rayon de courbure de chaque ondulation.In this case, the unfolding energy is again much lower than the breaking energy by traction of the fiber; the number of undulations along a fiber does not compensate for the too large radius of curvature of each undulation.

Ces fibres sont représentées en figure 3.These fibers are shown in Figure 3.

Les fibres lisses droites comprenant dans leur longueur des parties aplaties pouvant également être localisées en leurs extrémités.Straight smooth fibers comprising in their length flattened parts which can also be located at their ends.

Ces fibres sont représentées sur la figure 4.These fibers are shown in Figure 4.

Dans ce cas, l'accrochage réalisé sans les pliages induisant des pertes de raideur, est limité dans ses performances parce qu'il est trop agressif pour la matrice.In this case, the attachment carried out without the folds inducing stiffness losses, is limited in its performance because it is too aggressive for the matrix.

En effet, comme il est constaté expérimentalement lorsque la fibre est soumise à un effort de traction, la matrice peut être cisaillée par les parties aplaties il en résulte le déchaussement néfaste.Indeed, as it is experimentally observed when the fiber is subjected to a tensile force, the matrix can be sheared by the flattened parts, resulting in harmful loosening.

Les fibres rugueuses droites ou non.Rough fibers, straight or not.

Ces fibres sont représentées sur la figure 5.These fibers are shown in Figure 5.

Dans ce cas, la rugosité et/ou les courbures sont insuffisantes pour réaliser un accrochage.In this case, the roughness and / or the curvatures are insufficient to achieve a hooking.

La comparaison raisonnée des différentes fibres disponibles actuellement aide à bien comprendre le problème posé :

  • - Concevoir une fibre s'accrochant parfaitement à la matrice c'est-à-dire ne se déchaussant jamais ni du fait de la fibre elle-même, ni du fait d'une rupture de la matrice au voisinage du moyen d'ancrage.
The reasoned comparison of the various fibers currently available helps to understand the problem posed:
  • - Conceive a fiber that clings perfectly to the matrix, that is to say, never takes off either due to the fiber itself, or due to a rupture of the matrix in the vicinity of the anchoring means.

Avec un tel type de fibre, l'énergie de rupture du matériau composite serait celle de la matrice fragile, augmentéede celle du renfort fibreux.With such a type of fiber, the breaking energy of the composite material would be that of the fragile matrix, increased by that of the fibrous reinforcement.

La présente invention est relative à une fibre en acier par exemple, destinée à renforcer un matériau- matrice, le béton par exemple en ne se déchaussant jamais hors de celui-ci, ni du fait de la fibre elle-même, ni du fait de la matrice par rupture de celle-ci au voisinage de 1' lancrage.The present invention relates to a steel fiber for example, intended to reinforce a matrix material, concrete for example by never removing shoes from it, neither because of the fiber itself, nor because of the matrix by breaking thereof in the vicinity of 1 'the anchor.

A cet effet, la fibre de renforcement comporte à chaque extrémité selon l'invention un dispositif d'ancrage constitué d'un ou plusieurs volumes de formes quelconques dont toutes les dimensions transversales sont supérieures au diamètre du corps filiforme.To this end, the reinforcing fiber comprises at each end according to the invention an anchoring device consisting of one or more volumes of any shape whose all transverse dimensions are greater than the diameter of the filiform body.

Le dispositif d'ancrage peut être constitué à chaque extrémité d'un seul volume appelé tête, pouvant présenter une forme de plus en plus enflée vers les extrémités de la fibre et même présenter une partie à symétrie de révolution.The anchoring device can be constituted at each end of a single volume called the head, which can have a shape which is increasingly swollen towards the ends of the fiber and even have a part with symmetry of revolution.

La courbe génératrice de ce solide de révolution peut être telle que l'intersection de la tangente en tout point de cette courbe avec la surface latérale extérieure du corps filiforme de la fibre se trouve toujours dans le volume même de la tête ; les têtes peuvent toutefois être aussi en partie ou en totalité de forme cylindrique.The generating curve of this solid of revolution can be such that the intersection of the tangent at any point of this curve with the external lateral surface of the filiform body of the fiber is always in the very volume of the head; the heads can however also be partly or entirely of cylindrical shape.

Il a été trouvé que la fibre désirée doit avoir un corps filiforme muni à chacune de ses extrémités d'une tête dont la partie intérieure, c'est-à-dire la partie en contact avec le corps filiforme, soit de forme solide de révolution tel que l'angle entre la tangente en tout point de la courbe génératrice et l'axe du corps filiforme ait une valeur maximale comprise - entre 20 et 60°. La valeur de cet angle dépendra, pour obtenir le comportement idéal, de la nature du matériau constituant la fibre.It has been found that the desired fiber must have a filiform body provided at each of its ends with a head whose internal part, that is to say the part in contact with the filiform body, is of solid form of revolution such that the angle between the tangent at any point of the generating curve and the axis of the filiform body has a maximum value between - 20 and 60 °. The value of this angle will depend, to obtain the ideal behavior, on the nature of the material constituting the fiber.

Comme exemple, l'acier, pour des qualités mécaniques de plus en plus faibles exige des angles de tête de plus en plus élevés et pour des qualités mécaniques de plus en plus élevées exige des angles de tête de plus en plus faibles.As an example, steel, for increasingly weak mechanical qualities requires increasingly higher head angles and for increasingly high mechanical qualities requires increasingly weak head angles.

Les éléments filiformes appelés "fibres" décrits ci-avant peuvent se fabriquer par l'utilisation de plusieurs procédés.The filiform elements called "fibers" described above can be manufactured by the use of several methods.

En effet, suivant un procédé, un élément filiforme de longueur indéfinie de diamètre égal à la plus grande dimension transversale de tête subit, par passage entre un couple de cylindres de laminage rainurés, dont les rainures sont pourvues d'encoches espacées les unes des autres, une réduction de diamètre sur toute sa longueur sauf que des têtes se forment aux emplacements des encoches taillées le long des rainures des cylindres de laminage.In fact, according to a method, a filiform element of indefinite length with a diameter equal to the largest transverse dimension of the head is subjected, by passage between a pair of grooved rolling cylinders, the grooves of which are provided with notches spaced from one another. , a reduction of dia meter over its entire length except that heads are formed at the locations of the notches cut along the grooves of the rolling rolls.

L'étape suivante de ce procédé consiste à couper régulièrement l'élément filiforme continu laminé de manière à produire des fibres de longueur précise munies à chaque extrémité d'une tête.The next step in this process is to regularly cut the continuous laminated filamentary member to produce fibers of precise length with a head at each end.

Un autre procédé se réalise par frappe d'un marteau sur chaque extrémité d'un élément filiforme, sans tête, ayant un diamètre égal à celui du corps de la fibre, chaque extrémité étant maintenue lors de la frappe par une matrice de manière à obtenir une tête de forme souhaitée.Another method is carried out by striking a hammer on each end of a filiform element, without a head, having a diameter equal to that of the body of the fiber, each end being maintained during striking by a matrix so as to obtain a head of desired shape.

Un troisième procédé se réalise par formation d'une goutte aux extrémités du corps filiforme à une température voisine du point de fusion de la matière constituante. Après ce formage, il peut succéder une trempe pour améliorer les qualités mécaniques de la fibre.A third process is carried out by forming a drop at the ends of the filiform body at a temperature close to the melting point of the constituent material. After this forming, it can be quenched to improve the mechanical qualities of the fiber.

Les procédés inventés sont maintenant décrits de manière plus détaillée en faisant référence aux dessins ci-annexés dans lesquels :

  • - les figures 6A et 6B représentent schématiquement un appareil suivant l'invention ;
  • - la figure 7 représente le détail X de la figure 6A ;
  • - la figure 8 représente en vue frontale le couple de cylindres de la figure 6A ;
  • - la figure 9 représente en coupe le détail Y de la figure 6B ;
  • - la figure 10 représente en perspective quelques exemples d'éléments obtenus à l'issue des procédés utilisés.
The invented methods are now described in more detail with reference to the attached drawings in which:
  • - Figures 6A and 6B schematically show an apparatus according to the invention;
  • - Figure 7 shows the detail X of Figure 6A;
  • - Figure 8 shows in front view the pair of cylinders of Figure 6A;
  • - Figure 9 shows in section the detail Y of Figure 6B;
  • - Figure 10 shows in perspective some examples of elements obtained at the end of the processes used.

Dans ces différentes figures, les mêmes notations de référence désignent les mêmes éléments.In these different figures, the same reference notations designate the same elements.

Comme illustré en figure 6A, le fil bobiné désigné généralement par la notation de référence 1 est tiré vers un appareil de laminage 2 constitué d'un couple de cylindres de laminage à canelures pourvues régulièrement sur leur longueur d'encoches matrices des têtes de fibre dont les figures 7 et 8 donnent un exemple de manière à réduire le diamètre du fil comme matériau de base jusqu'au diamètre du corps filiforme de la fibre excepté à l'endroit des têtes de ces fibres.As illustrated in FIG. 6A, the wound wire generally designated by the reference notation 1 is drawn towards a rolling apparatus 2 consisting of a pair of fluted rolling cylinders regularly provided over their length with matrix slots of the fiber heads, of which FIGS. 7 and 8 give an example so as to reduce the diameter of the wire as a base material up to the diameter of the filiform body of the fiber except at the location of the heads of these fibers.

Cet appareil de laminage 2 fournit un fil de diamètre inférieur au diamètre initial et muni à espacement régulier d'enflures. Le dispositif 4 de cisaillage sectionne le fil ainsi obtenu à mi-volume de chaque enflure pour créer les fibres munies de leurs têtes.This rolling apparatus 2 provides a wire of diameter smaller than the initial diameter and provided with regular spacing of swellings. The shearing device 4 cuts the wire thus obtained at mid-volume of each swelling to create the fibers provided with their heads.

Comme illustré en figure 6B, le fil bobiné désigné généralement par la notation de référence 1 est tiré vers un appareil de cisaillage produisant des éléments filiformes 6 droits de courte longueur constante devant être saisis individuellement, pincés à leurs extrémités entre deux matrices, comme en figure 9, engendrant avec l'aide des marteaux de frappe les têtes désirées dans leur forme exacte.As illustrated in FIG. 6B, the wound wire generally designated by the reference numeral 1 is drawn towards a shearing apparatus producing straight filiform elements 6 of short constant length which must be gripped individually, pinched at their ends between two dies, as in figure 9, generating with the help of hammers striking the desired heads in their exact form.

Il est bien entendu que l'invention n'est pas limitée aux détails décrits plus haut. Elle peut subir de nombreuses modifications qui n'en changent pas la portée.It is understood that the invention is not limited to the details described above. It can undergo many modifications which do not change its scope.

Claims (19)

1. Renforcement d'un matériau moulable appelé "matrice" par des éléments de forme élancée comportant un corps filiforme muni à chacune de ses extrémités d'un dispositif d'ancrage du renfort à la matrice, caractérisé en ce que le dispositif d'ancrage est constitué d'un ou plusieurs volumes de formes quelconques dont toutes les dimensions transversales sont supérieures au diamètre du corps filiforme.1. Reinforcement of a moldable material called "matrix" by elements of slender shape comprising a filiform body provided at each of its ends with an anchoring device for reinforcing the matrix, characterized in that the anchoring device consists of one or more volumes of any shape, all of whose transverse dimensions are greater than the diameter of the filiform body. 2. Renforcement suivant 1 avec la caractéristique que le dispositif d'ancrage à chaque extrémité est constitué d'un seul volume, appelé "tête" de forme quelconque dont une partie au moins est de dimensions transversales supérieures au diamètre du corps filiforme.2. Reinforcement according to 1 with the characteristic that the anchoring device at each end consists of a single volume, called "head" of any shape, at least part of which is of transverse dimensions greater than the diameter of the filiform body. 3. 'Eléments de renforcement suivant 1 ou 2 avec la caractéristique que les têtes présentent une partie de forme de plus en plus enflée vers les extrémités.3. 'Reinforcement elements according to 1 or 2 with the characteristic that the heads have a part of shape which is more and more swollen towards the ends. 4. Eléments suivant l'une quelconque des revendications 1 à 3 avec la caractéristique que en parcourant la fibre suivant son axe longitudinal, de son centre vers l'extrémité, à la partie enflée succède une partie tout à fait extrême de forme quelconque.4. Elements according to any one of claims 1 to 3 with the characteristic that by traversing the fiber along its longitudinal axis, from its center towards the end, the swollen part succeeds a completely extreme part of any shape. 5. Eléments de renforcement suivant l'une ou plusieurs des revendications 1 à 4 avec la caractéristique que les têtes comportent une partie à symétrie de révolution.5. Reinforcement elements according to one or more of claims 1 to 4 with the characteristic that the heads include a part with symmetry of revolution. 6. Eléments de renforcement suivant la revendication 5 avec la caractéristique que la tangente en tout point à la courbe génératrice de la partie de révolution coupe le prolongement de la surface externe du corps filiforme en un point appartenant à la tête même.6. Reinforcement elements according to claim 5 with the characteristic that the tangent at any point to the generating curve of the part of revolution cuts the extension of the external surface of the filiform body at a point belonging to the head itself. 7. Eléments de renforcement suivant la revendication 6 avec la caractéristique que la tangente en tout point de la courbe génératrice forme avec l'axe principal du corps filiforme un angle de valeur maximale comprise entre 20 et 60°.7. Reinforcement elements according to claim 6 with the characteristic that the tangent at any point of the generating curve forms with the main axis of the filiform body an angle of maximum value between 20 and 60 °. 8. Eléments de renforcement suivant une ou plusieurs des revendications 1 à 7 avec la caractéristique que le matériau le constituant est en acier.8. Reinforcement elements according to one or more of claims 1 to 7 with the characteristic that the material constituting it is steel. 9. Procédé d'obtension des éléments filiformes de renforcement décrits suivant une ou plusieurs des revendications 1 à 8 avec la caractéristique que le matériau de base est un fil bobiné de diamètre égal à la plus grande dimension transversale de la tête du renfort.9. A method of obtaining the filamentary reinforcing elements described according to one or more of claims 1 to 8 with the characteristic that the basic material is a wound wire of diameter equal to the largest transverse dimension of the head of the reinforcement. 10. Procédé suivant, la revendication 9 avec la caractéristique que la réduction de diamètre du fil est obtenue par laminage au moyen d'un couple de cylindres superposés de laminage pourvus de canelures dont la profondeur est égale au rayon de l'élément filiforme obtenu.10. The following method, claim 9 with the characteristic that the reduction in diameter of the wire is obtained by rolling by means of a couple of superimposed rolling cylinders provided with grooves whose depth is equal to the radius of the filiform element obtained. 11. Procédé suivant la revendication 10 avec la caractéristique que des enflures sont obtenues par la présence d'encoches matrices de celles-ci, régulièrement réparties au long des canelures.11. The method of claim 10 with the characteristic that swelling is obtained by the presence of matrix notches thereof, regularly distributed along the grooves. 12. Procédé suivant la revendication 11 avec la caractéristique que l'élément filiforme obtenu est coupé régulièrement à mi-volume des enflures.12. The method of claim 11 with the characteristic that the filiform element obtained is cut regularly at mid-volume of the swellings. 13. Procédé d'obtention des éléments filiformes de renforcement décrits suivant l'une ou plusieurs quelconques des revendications 1 à 8 avec la caractéristique que le matériau de base est un fil bobiné de diamètre égal à celui du corps filiforme du renfort.13. A method of obtaining the filamentary reinforcing elements described according to one or more of any of claims 1 to 8 with the characteristic that the basic material is a wound wire of diameter equal to that of the filiform body of the reinforcement. 14. Procédé suivant 13 avec la caractéristique que le fil bobiné est coupé régulièrement à longueur voulue.14. The following method 13 with the characteristic that the wound wire is cut regularly to the desired length. 15. Procédé suivant 13 et 14 avec la caractéristique que les éléments ainsi obtenus sont pincés à leurs extrémités entre deux matrices engendrant avec l'aide de marteaux de frappe les têtes désirées.15. Method according to 13 and 14 with the characteristic that the elements thus obtained are pinched at their ends between two dies generating with the help of hammers striking the desired heads. 16. Procédé suivant la revendication 14 avec la caractéristique que les têtes désirées sont formées à chaud.16. The method of claim 14 with the characteristic that the desired heads are hot formed. 17. Procédé suivant la revendication 16 avec la caractéristique que les fibres ainsi obtenues subissent un traitement de trempe.17. The method of claim 16 with the characteristic that the fibers thus obtained undergo a quenching treatment. 18. Procédé suivant la revendication 16 avec la caractéristique que les têtes désirées sont formées à partir d'une goutte figée par refroidissement.18. The method of claim 16 with the characteristic that the desired heads are formed from a frozen drop by cooling. 19. Installation pour la réalisation des procédés suivant une ou plusieurs des revendications 9 à 15.19. Installation for carrying out the methods according to one or more of claims 9 to 15.
EP83870069A 1982-07-01 1983-06-30 Fibres for the reinforcement of mouldable materials with a hydraulic or other bonding agent, and their manufacture Expired EP0098825B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT83870069T ATE25727T1 (en) 1982-07-01 1983-06-30 REINFORCEMENT FIBERS FOR PASTABLE BUILDING MATERIALS WITH HYDRAULIC OR OTHER BINDERS AND THEIR PRODUCTION.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE0/208508A BE893726A (en) 1982-07-01 1982-07-01 Fibres for reinforcing concrete - extend between mountings with transverse dimensions greater than fibre diameter
BE208508 1982-07-01

Publications (2)

Publication Number Publication Date
EP0098825A1 true EP0098825A1 (en) 1984-01-18
EP0098825B1 EP0098825B1 (en) 1987-03-04

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EP83870069A Expired EP0098825B1 (en) 1982-07-01 1983-06-30 Fibres for the reinforcement of mouldable materials with a hydraulic or other bonding agent, and their manufacture

Country Status (6)

Country Link
EP (1) EP0098825B1 (en)
JP (1) JPS59501220A (en)
AT (1) ATE25727T1 (en)
DE (1) DE3370041D1 (en)
DK (1) DK152935C (en)
WO (1) WO1984000186A1 (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4710062A (en) * 1985-07-05 1987-12-01 Henri Vidal Metal strip for use in stabilized earth structures
EP0326157A2 (en) * 1988-01-29 1989-08-02 Heribert Hiendl Concrete reinforcing steel bar able to be bent back
WO1991002130A1 (en) * 1989-07-26 1991-02-21 Proizvodstvenno-Promyshlennoe Obiedinenie 'zhelezobeton' Reinforcing element for dispersed reinforcement of concrete
US5038545A (en) * 1988-05-09 1991-08-13 Heribert Hiendl Reinforcing steel rod with improved reverse bendability
EP0475917A1 (en) * 1990-09-12 1992-03-18 OFFICINE MACCAFERRI S.p.A. A metal fibre for reinforcing concrete
DE9202767U1 (en) * 1992-03-02 1992-06-11 Weiß, Wolfgang, O-9273 Oberlungwitz Finite reinforcement element for reinforcing concrete parts, as well as device for its production
AU629068B2 (en) * 1989-11-30 1992-09-24 Etat Francais Represente Par Le Laboratoire Central Des Ponts Et Chaussees A discontinuous fiber made of drawn steel wire, and a fiber composite containing said fiber
FR2684397A1 (en) * 1991-11-29 1993-06-04 Eurosteel Sa Method for producing continuous roadways or industrial areas made of fibre-reinforced compacted concrete
EP0582905A2 (en) * 1992-08-13 1994-02-16 VULKAN-HAREX STAHLFASERTECHNIK GmbH & Co. KG Fibre of wire or steel hoop for the reinforcement of concrete or the like and device for the manufacturing of such fibres
BE1008191A3 (en) * 1991-11-29 1996-02-13 Eurosteel Sa Method for producing continuous roads or industrial areas made offibre-reinforced compact concrete
FR2808522A1 (en) 2000-05-03 2001-11-09 Chaussees Tech Innovation FIBER REINFORCED COMPACT ROUND CONCRETE COMPOSITION AND METHOD FOR PRODUCING A PAVEMENT FROM SAID COMPOSITION
NL1016105C2 (en) * 2000-09-05 2002-03-07 Harex Nederland B V Fiber mixture for concrete.
EP1375773A2 (en) * 2002-06-05 2004-01-02 Euro Business Corporation bvba Metal fibres for use in fibre-reinforced concrete
WO2013029595A1 (en) * 2011-08-31 2013-03-07 Hacanoka Gmbh Metal anchor pin
US9511413B2 (en) 2007-05-04 2016-12-06 Cent & Cent Gmbh & Co. Kg Method of making strip formed by web-connected wires
US9630226B2 (en) 2008-07-23 2017-04-25 Cent & Cent Gmbh & Co. Kg Method for producing steel fibers

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FR497840A (en) * 1918-04-27 1919-12-18 Domenico Calderoni Cutlery manufacturing process
US2518029A (en) * 1943-12-20 1950-08-08 Western Electric Co Article forming apparatus
GB772103A (en) * 1954-08-20 1957-04-10 Franz Koehler Method for forming heads on the ends of steel rods
FR1382336A (en) * 1963-11-08 1964-12-18 Anchoring device for a steel cable subjected to dynamic forces
DE1202461B (en) * 1960-06-14 1965-10-07 Friedrich Meissner Reinforcing bar with thickened ends for building structures made of hardening cast compounds
US3684474A (en) * 1970-11-12 1972-08-15 Dow Chemical Co Conveying and forming methods and apparatus for fibers having bulbous ends
GB1446855A (en) * 1972-08-16 1976-08-18 Gkn Somerset Wire Ltd Metal reinforcing elements
FR2370839A1 (en) * 1976-11-12 1978-06-09 Michelin & Cie SHORT METAL WIRES FOR REINFORCING MATERIALS

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US2518029A (en) * 1943-12-20 1950-08-08 Western Electric Co Article forming apparatus
GB772103A (en) * 1954-08-20 1957-04-10 Franz Koehler Method for forming heads on the ends of steel rods
DE1202461B (en) * 1960-06-14 1965-10-07 Friedrich Meissner Reinforcing bar with thickened ends for building structures made of hardening cast compounds
FR1382336A (en) * 1963-11-08 1964-12-18 Anchoring device for a steel cable subjected to dynamic forces
US3684474A (en) * 1970-11-12 1972-08-15 Dow Chemical Co Conveying and forming methods and apparatus for fibers having bulbous ends
GB1446855A (en) * 1972-08-16 1976-08-18 Gkn Somerset Wire Ltd Metal reinforcing elements
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Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU585364B2 (en) * 1985-07-05 1989-06-15 Societe Civile Des Brevets Henri Vidal Metal strip for use in stabilised earth structures
US4710062A (en) * 1985-07-05 1987-12-01 Henri Vidal Metal strip for use in stabilized earth structures
EP0326157A2 (en) * 1988-01-29 1989-08-02 Heribert Hiendl Concrete reinforcing steel bar able to be bent back
EP0326157A3 (en) * 1988-01-29 1989-09-20 Heribert Hiendl Concrete reinforcing steel bar able to be bent back
US5038545A (en) * 1988-05-09 1991-08-13 Heribert Hiendl Reinforcing steel rod with improved reverse bendability
WO1991002130A1 (en) * 1989-07-26 1991-02-21 Proizvodstvenno-Promyshlennoe Obiedinenie 'zhelezobeton' Reinforcing element for dispersed reinforcement of concrete
AU629068B2 (en) * 1989-11-30 1992-09-24 Etat Francais Represente Par Le Laboratoire Central Des Ponts Et Chaussees A discontinuous fiber made of drawn steel wire, and a fiber composite containing said fiber
US5215830A (en) * 1990-09-12 1993-06-01 Ilm-Ips S.P.A. Metal fiber for reinforcing concrete
EP0475917A1 (en) * 1990-09-12 1992-03-18 OFFICINE MACCAFERRI S.p.A. A metal fibre for reinforcing concrete
FR2684397A1 (en) * 1991-11-29 1993-06-04 Eurosteel Sa Method for producing continuous roadways or industrial areas made of fibre-reinforced compacted concrete
BE1008191A3 (en) * 1991-11-29 1996-02-13 Eurosteel Sa Method for producing continuous roads or industrial areas made offibre-reinforced compact concrete
DE9202767U1 (en) * 1992-03-02 1992-06-11 Weiß, Wolfgang, O-9273 Oberlungwitz Finite reinforcement element for reinforcing concrete parts, as well as device for its production
EP0582905A2 (en) * 1992-08-13 1994-02-16 VULKAN-HAREX STAHLFASERTECHNIK GmbH & Co. KG Fibre of wire or steel hoop for the reinforcement of concrete or the like and device for the manufacturing of such fibres
EP0582905A3 (en) * 1992-08-13 1994-06-01 Vulkan Harex Stahlfasertech Fibre of wire or steel hoop for the reinforcement of concrete or the like and device for the manufacturing of such fibres
FR2808522A1 (en) 2000-05-03 2001-11-09 Chaussees Tech Innovation FIBER REINFORCED COMPACT ROUND CONCRETE COMPOSITION AND METHOD FOR PRODUCING A PAVEMENT FROM SAID COMPOSITION
NL1016105C2 (en) * 2000-09-05 2002-03-07 Harex Nederland B V Fiber mixture for concrete.
WO2002020421A1 (en) * 2000-09-05 2002-03-14 Harex Nederland B.V. Fibrous mixture for concrete
EP1375773A2 (en) * 2002-06-05 2004-01-02 Euro Business Corporation bvba Metal fibres for use in fibre-reinforced concrete
EP1375773A3 (en) * 2002-06-05 2004-02-04 van Laer, Marcel Metal fibres for use in fibre-reinforced concrete
US9511413B2 (en) 2007-05-04 2016-12-06 Cent & Cent Gmbh & Co. Kg Method of making strip formed by web-connected wires
US9630226B2 (en) 2008-07-23 2017-04-25 Cent & Cent Gmbh & Co. Kg Method for producing steel fibers
WO2013029595A1 (en) * 2011-08-31 2013-03-07 Hacanoka Gmbh Metal anchor pin

Also Published As

Publication number Publication date
DK101484D0 (en) 1984-02-24
JPH0326266B2 (en) 1991-04-10
DK152935B (en) 1988-05-30
DE3370041D1 (en) 1987-04-09
EP0098825B1 (en) 1987-03-04
DK101484A (en) 1984-02-24
ATE25727T1 (en) 1987-03-15
DK152935C (en) 1988-10-24
JPS59501220A (en) 1984-07-12
WO1984000186A1 (en) 1984-01-19

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