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 PDFInfo
- 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
- Authority
- EP
- European Patent Office
- Prior art keywords
- characteristic
- reinforcement
- filiform
- matrix
- heads
- 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.)
- Granted
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
- E04C5/012—Discrete reinforcing elements, e.g. fibres
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21B—ROLLING OF METAL
- B21B1/00—Metal-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
- B21B1/16—Metal-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
- B21B1/163—Rolling or cold-forming of concrete reinforcement bars or wire ; Rolls therefor
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21G—MAKING NEEDLES, PINS OR NAILS OF METAL
- B21G3/00—Making pins, nails, or the like
- B21G3/12—Upsetting; Forming heads
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21G—MAKING NEEDLES, PINS OR NAILS OF METAL
- B21G3/00—Making pins, nails, or the like
- B21G3/18—Making pins, nails, or the like by operations not restricted to one of the groups B21G3/12 - B21G3/16
- B21G3/30—Making pins, nails, or the like by operations not restricted to one of the groups B21G3/12 - B21G3/16 by rolling
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21H—MAKING PARTICULAR METAL OBJECTS BY ROLLING, e.g. SCREWS, WHEELS, RINGS, BARRELS, BALLS
- B21H8/00—Rolling metal of indefinite length in repetitive shapes specially designed for the manufacture of particular objects, e.g. checkered sheets
-
- 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
- E04C5/03—Reinforcing 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.
Landscapes
- 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
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.
- - 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.
- - 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.
- - 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
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
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
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)
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 |
Family
ID=3843542
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
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)
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 |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE237185C (en) * | ||||
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 |
-
1983
- 1983-06-30 DE DE8383870069T patent/DE3370041D1/en not_active Expired
- 1983-06-30 AT AT83870069T patent/ATE25727T1/en not_active IP Right Cessation
- 1983-06-30 WO PCT/BE1983/000014 patent/WO1984000186A1/en unknown
- 1983-06-30 EP EP83870069A patent/EP0098825B1/en not_active Expired
- 1983-06-30 JP JP58502222A patent/JPS59501220A/en active Granted
-
1984
- 1984-02-24 DK DK101484A patent/DK152935C/en not_active IP Right Cessation
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE237185C (en) * | ||||
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 |
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 |
FR2370839A1 (en) * | 1976-11-12 | 1978-06-09 | Michelin & Cie | SHORT METAL WIRES FOR REINFORCING MATERIALS |
Non-Patent Citations (1)
Title |
---|
PATENTS ABSTRACTS OF JAPAN, vol. 6, no. 58 (M-122)[936], 15 avril 1982 & JP-A-57 001 502 (KOUSHIYUUHA NETSUREN K.K.) 06-01-1982 * |
Cited By (22)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0098825B1 (en) | Fibres for the reinforcement of mouldable materials with a hydraulic or other bonding agent, and their manufacture | |
EP0130191B1 (en) | Filiform elements usable for reinforcing mouldable materials, particularly concrete | |
EP0377382B1 (en) | Method for integrating a metallic sleeve in a tube of a wrapped composite material | |
EP0627389A2 (en) | Glass polyhydra and their process of manufacture | |
FR2597182A1 (en) | ADVANCED TRANSMISSION TRAPEZOIDAL BELT AND METHOD FOR MANUFACTURING THE SAME | |
FR3069558A1 (en) | ARMATURE ANCHORING DEVICE | |
FR2713663A1 (en) | Fabrication of axisymmetrical composite components | |
EP0222637A2 (en) | Transmission belt | |
FR2516853A1 (en) | ||
FR2629361A1 (en) | METHOD OF MANUFACTURING A TUBULAR PLATE FOR A HOLLOW FIBER SEPARATION APPARATUS, AND DEVICES OBTAINED | |
FR2792251A1 (en) | SPOKES MADE OF COMPOSITE MATERIAL FOR A WHEEL, AND BICYCLE WHEEL EQUIPPED WITH SAID SPOKES | |
EP1798429A1 (en) | Composite material tube rod and manufacturing method of such rod | |
FR2536680A1 (en) | T-piece pipe fitting mfr system | |
EP2657042B1 (en) | Spoke for a bicycle wheel and bicycle wheel comprising such a spoke | |
EP1930146A1 (en) | Spoke made from composite material for a spoke wheel | |
BE852353A (en) | IMPROVEMENT IN DRIVE CONTROL AND TRANSMISSION RODS | |
CA1225254A (en) | Reinforcing fibers for mouldable material containing or free of a hydraulic binder | |
BE893726A (en) | Fibres for reinforcing concrete - extend between mountings with transverse dimensions greater than fibre diameter | |
FR2915710A1 (en) | Spoke of metal and composite material for spoked wheel has bridge as metal band with Young's modulus greater than or equal to 100,000 MPa, whereby band is inserted between and attached to two end pieces | |
EP1121492B1 (en) | Guy cable deflector | |
EP2389288B1 (en) | Method for manufacturing a composite part, and resulting part | |
EP0128050A2 (en) | Moulded part made of mineral fibres provided with a binder for covering, in a sound insulating way, a perforated exhaust pipe, as well as a method of manufacturing it | |
EP1697594A2 (en) | Rising security barrier | |
FR2689968A1 (en) | Fencing blade. | |
EP1351791B1 (en) | Method for making a flexible cutting tool, and resulting cutting tool |
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 |
|
AK | Designated contracting states |
Designated state(s): AT CH DE FR GB IT LI LU NL SE |
|
17P | Request for examination filed |
Effective date: 19840712 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT CH DE FR GB IT LI LU NL SE |
|
REF | Corresponds to: |
Ref document number: 25727 Country of ref document: AT Date of ref document: 19870315 Kind code of ref document: T |
|
REF | Corresponds to: |
Ref document number: 3370041 Country of ref document: DE Date of ref document: 19870409 |
|
ITF | It: translation for a ep patent filed |
Owner name: MODIANO & ASSOCIATI S.R.L. |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
ITTA | It: last paid annual fee | ||
EPTA | Lu: last paid annual fee | ||
EAL | Se: european patent in force in sweden |
Ref document number: 83870069.8 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: IF02 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20020604 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20020614 Year of fee payment: 20 Ref country code: FR Payment date: 20020614 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20020626 Year of fee payment: 20 Ref country code: CH Payment date: 20020626 Year of fee payment: 20 Ref country code: AT Payment date: 20020626 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20020628 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20020806 Year of fee payment: 20 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030629 Ref country code: GB Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030629 Ref country code: CH Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030629 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030630 Ref country code: LU Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030630 Ref country code: AT Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20030630 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: PE20 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
NLV7 | Nl: ceased due to reaching the maximum lifetime of a patent |
Effective date: 20030630 |
|
EUG | Se: european patent has lapsed |