Classifications

• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
  • B21F—WORKING OR PROCESSING OF METAL WIRE
  • B21F27/00—Making wire network, i.e. wire nets
  • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
  • B21F—WORKING OR PROCESSING OF METAL WIRE
  • B21F27/00—Making wire network, i.e. wire nets
  • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
  • B21F27/121—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
  • B21F—WORKING OR PROCESSING OF METAL WIRE
  • B21F27/00—Making wire network, i.e. wire nets
  • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
  • B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
  • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
  • E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
  • E04C5/205—Ladder or strip spacers
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
  • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
  • E04C5/18—Spacers of metal or substantially of metal

Definitions

• the present invention relates to spacers for concrete reinforcements, methods for producing such spacers, and the use thereof.
• Reinforcements for flat structures made of reinforced concrete are usually in the form of steel reinforcement nets. Often, one or more reinforcement nets are provided both at the top and the bottom of the flat structure, so that both tensile forces and pressure forces can be absorbed in an optimum manner.
• spacers Various types of spacer are known.
• One known spacer is a lattice girder having a triangular cross section.
• Such spacers possess great strength while at the same time using little material.
• they have the drawback that they can easily tip over.
• a known spacer which does not tip over so easily consists of two parallel and meandering longitudinal bars which are connected to each other by means of transverse bars which are securely welded to the longitudinal bars at right angles.
• transverse bars which are securely welded to the longitudinal bars at right angles.
• these spacers are difficult to stack and cannot be readily dragged across the bottom reinforcement net. There is therefore a need for new spacers.
• the present invention relates to spacers for concrete reinforcements and/or concrete structures, methods for producing such spacers, and the use thereof.
• the present invention provides a method for producing spacers for concrete reinforcements and/or concrete structures. This method comprises:
• the present invention provides a method for producing spacers for concrete reinforcements and/or concrete structures comprising:
• At least one punching groove consisting of a pair of mutually adjacent longitudinal bars, positioned between said peripheral longitudinal bars;
• step (a) comprises unrolling and aligning at least four longitudinal bars in a plane; in which step (a), (b), (c) or (d) furthermore comprises cutting the longitudinal bars to a desired length.
• step (b) comprises unrolling, aligning and cutting the transverse bars from one or more rolls.
• step (e) furthermore comprises turning each odd or even lattice obtained in step (d).
• the transverse bars of the spacers project by no more than 0.2 mm over the top and bottom longitudinal bars.
• the method furthermore comprises welding the transverse bars to the longitudinal bars.
• two or more longitudinal bars have a different diameter.
• two or more transverse bars have a different diameter.
• the distance between the mutually adjacent longitudinal bars of the punching groove is at most 1 cm.
• the transverse bars are situated at a regular distance apart.
• the spacers have a height of between 20 and 400 mm. In certain embodiments, the spacers have a length of between 1 and 4 m.
• the method furthermore comprises providing one or more longitudinal bars in said plane, said longitudinal bars being positioned between one of the peripheral longitudinal bars and the punching groove.
• the longitudinal bars in step (a) form at least two bands, each of which contains two or more longitudinal bars, in which each pair of neighboring bands is separated from each other by a punching groove; and in which at least two of the bands have a different width.
• the present invention furthermore provides a spacer which can be produced using the method described herein. More particularly, the invention provides a spacer for concrete reinforcements, comprising two parallel and identical meander-shaped longitudinal bars, connected to each other by means of transverse bars which are perpendicular to and laterally connected to the longitudinal bars; characterized in that the transverse bars do not project or project by no more than 0.5 mm beyond the outer longitudinal bars.
• the spacer comprises at least three parallel and identical meandering longitudinal bars.
• the spacer comprises two or more transverse bars of a different diameter.
• the spacer comprises two or more longitudinal bars of a different diameter.
• the present invention furthermore provides a combination of two or more spacers as described herein, in which the spacers are positioned next to each other so that the transverse bars of the spacers are in line with one another, and in which the spacers are connected to each other by two to five uninterrupted transverse bars.
• the present invention provides the use of the spacer described in the present application as a structural element.
• the methods described herein make it possible to produce spacers in a simple and quick manner, in which the transverse bars do not project, or hardly project at all, over the outer longitudinal bars.
• the spacers obtained in this way can more easily be dragged across reinforcement nets than comparable existing spacers and are also, in specific embodiments, easier to stack.
• the methods described herein furthermore make it possible to produce spacers having a small height in a simple manner.
• the combinations of mutually connected spacers described herein make it possible to store and transport spacers more easily. DESCRIPTION OF THE FIGURES
• Fig. 1 shows a production unit (10) for carrying out a specific embodiment of the method described herein.
• Fig. 2 shows a lattice (5) obtained as an intermediate product according to a specific embodiment of the method described herein.
• Fig. 3 shows a perspective view (A), cross section (B) and detail (C) of a spacer (1 ) according to specific embodiments of the present invention.
• Fig. 4 shows a perspective view (A), cross section (B) and detail (C) of a spacer (V) according to specific embodiments of the present invention.
• Fig. 5A shows a lattice (5) obtained as an intermediate product according to a specific embodiment of the method described herein, for punching out transverse bar portions.
• Fig. 5B shows a lattice (5') obtained as an intermediate product according to a specific embodiment of the method described herein, after the transverse bar portions have been punched out.
• Fig. 5C shows a detail of a lattice (5') obtained as an intermediate product according to a specific embodiment of the method described herein, after transverse bar portions have been punched out.
• a first rod is deemed to be positioned perpendicularly to a plane or second rod if the angle between the longitudinal axis of the first rod and the plane, or the angle between the longitudinal axes of the first and second rods, is/are between 89° and 91 °; preferably between 89.5° and 90.5°; and most preferably 90°.
• a first rod is deemed to be positioned parallel with respect to a plane or second rod if the angle between the longitudinal axis of the first rod and the plane, or the angle between the longitudinal axes of the first and second rod, is between 0.0° and 2.0°; preferably between 0.0° and 1 .0°; still more preferably between 0.0° and 0.5°, and most preferably 0°.
• the present invention relates to spacers for concrete reinforcements and/or concrete structures.
• the spacers are intended, in particular, to keep two or more parallel concrete reinforcements, for example reinforcement nets for a flat structure, a desired distance apart.
• the flat structure may be a horizontal structure, such as a floor, or a vertical structure, such as a wall.
• the spacers may, for example, be used to keep reinforcement nets in prefabricated (prefab) hollow walls spaced apart.
• Such walls typically comprise two prefab concrete shells, in which each concrete shell comprises a reinforcement net.
• These reinforcement nets are kept at a distance from each other by one or more spacers. In this case, a hollow wall is obtained which can be filled with concrete at the building site.
• the present invention provides a spacer for concrete reinforcements and/or concrete structures comprising two or more parallel, mutually connected transverse bars which are perpendicular to and laterally connected to the longitudinal bars.
• the spacer has a meandering shape which makes a stable horizontal positioning of the spacer on a flat surface possible.
• the spacer is furthermore characterized by the fact that the transverse bars do not project, or hardly project at all, over the outer longitudinal bars. As a result, the spacers can be dragged across reinforcement nets in a simple and virtually unhampered manner. Below, these features will be explained in more detail.
• the spacer described herein comprises two or more longitudinal bars.
• the longitudinal bars are positioned parallel with respect to each other, with a certain distance between the longitudinal bars.
• the longitudinal bars are connected to each other by means of transverse bars, so that a grate structure or lattice structure is obtained.
• the term "lattice structure” refers to an open frame formed by wires, bars or the like which touch laterally or overlap, preferably in a regular pattern.
• the transverse bars are positioned perpendicularly to the longitudinal bars, so that a lattice structure with rectangular or square apertures is obtained.
• the lattice structure may be regarded as a net-shaped structure; or a ladder structure in the case of a spacer with only two longitudinal bars.
• the spacer has a meandering shape. More particularly, the spacer is deformed to a meandering shape at right angles to an imaginary band plane which is determined by its parallel longitudinal bars in the straight position thereof. Such a shape may be obtained by positioning the longitudinal bars in a plane in straight form, positioning the transverse bars on and/or under the longitudinal bars, and bending the resulting flat lattice structure at right angles to the plane determined by the lattice structure to form a meandering shape (see below).
• the expression "meandering" or “meandering shape” is understood to mean a wavy and/or zigzag-shaped bent configuration. Examples of such a configuration are a trapezoidal bent configuration (see for example Fig.
• the wavy and/or bent configuration makes it possible to place the spacer in a stable position on a flat structure, such as a bottom reinforcement net, by means of the bottom longitudinal bar.
• a flat structure such as a bottom reinforcement net
• the meandering shape of the spacer ensures that the bottom longitudinal bar of the spacer forms a support surface which provides sufficient stability to prevent the spacer from tipping over during use thereof.
• the top longitudinal bar in turn forms a support surface on which a reinforcement net can be placed.
• the spacer only comprises two parallel longitudinal bars, more particularly a bottom longitudinal bar and a top longitudinal bar.
• a spacer of this type is particularly suitable for keeping concrete reinforcements a small distance apart, for example a distance up to 400 mm, preferably a distance up to 200 mm.
• the spacers described herein are not necessarily limited to these distances.
• the spacer comprises three or more parallel longitudinal bars, more particularly a bottom longitudinal bar, a top longitudinal bar, and one or more intermediate longitudinal bars. This increases the strength of the spacer and is particularly important for spacers of significant height, for example a height of more than 200 mm.
• the top and bottom longitudinal bars are also referred to as "outer longitudinal bars”.
• the distances between an intermediate longitudinal bar and each of the two neighboring longitudinal bars may be equal or different.
• the distance between two neighboring longitudinal bars is always between 20 mm and 200 mm, preferably between 50 mm and 200 mm.
• the transverse bars project at most 1 .0 mm over the outer longitudinal bars; preferably at most 0.5 mm; more preferably at most 0.2 mm; or at most 0.1 mm; or at most 0.05 mm.
• the overhang of a transverse bar over a longitudinal bar can be measured as the distance of the end of the transverse bar (on the side of the respective longitudinal bar) compared to a plane which is perpendicular (90°) to the longitudinal axis of the respective transverse bar, and the respective longitudinal bar touches the outside of the spacer.
• An overhang of 0.5 mm thus means that if the spacer is positioned on a plane, there is a distance of at most 0.5 mm from the bottom longitudinal bar and the plane.
• one or more transverse bars have straight ends. This means that the transverse bars are cut along a plane perpendicular to their longitudinal axis. In specific embodiments, the ends of one or more transverse bars are oblique. This means that the transverse bars are cut at an angle, preferably along a plane which runs parallel to the longitudinal bars in the unbent state, and forms an angle of 30° to 50° with the transverse bars. Thus, the overhang of the transverse bars can be minimized further. In further embodiments, all transverse bars have oblique ends. In specific embodiments, one or more transverse bars may have a straight and an oblique end.
• the longitudinal bars and the transverse bars run along the entire length and the entire height of the spacer, respectively. Due to the minimal overhang of the transverse bars, the length of the transverse bars is therefore (virtually) equal to the height of the spacer.
• the height of the spacer more particularly the distance between the outer (i.e. top and bottom) longitudinal bars, is usually between 20 mm and 400 mm. For a large number of applications, a height of at most 200 mm is sufficient.
• the spacer described herein thus has a height of between 20 mm and 200 mm, more preferably of between 50 mm and 200 mm.
• the spacers described herein are not limited to such a height.
• the height is between 50 mm and 400 mm, preferably between 200 mm and 400 mm, more preferably between 200 mm and 360 mm, for example 300 mm.
• the height is approximately 20 mm, 30 mm, 40 mm, 50 mm, 60 mm, 70 mm, 80 mm, 90 mm, 100 mm, 1 10 mm, 120 mm, 130 mm, 140 mm, 150 mm, 160 mm, 170 mm, 180 mm, 190 mm, 200 mm, 220 mm, 240 mm, 260 mm, 280 mm, 300 mm, 320 mm, 340 mm, 360 mm, 380 mm, or 400 mm.
• the length of the spacer is usually between 100 cm and 400 cm, preferably between 100 cm and 300 cm, more preferably between 150 cm and 250 cm, for example 200 cm. These values relate to the spacer in its bent (meandering) form.
• the length of the spacer (and the longitudinal bars forming the spacer) in the corresponding unbent state is usually between 10% and 100% greater than the length in the bent state, preferably between 15% and 30% greater.
• the transverse bars are arranged perpendicularly with respect to the longitudinal bars, with the transverse bars laterally touching the longitudinal bars.
• each transverse bar touches each of the longitudinal bars of the spacer.
• a lattice structure comprising two or more parallel longitudinal bars and a series of parallel transverse bars which run perpendicular thereto is formed.
• the distance between two neighboring transverse bars, measured along the longitudinal bars, is usually between 50 and 300 mm, preferably between 50 and 200 mm, more preferably between 100 and 150 mm.
• the transverse bars are placed at regular distances apart. However, in specific embodiments, two or more neighboring transverse bars may be placed closer together or further apart than other transverse bars in order to take an uneven load into account.
• the longitudinal bars and transverse bars are preferably made of steel.
• the surface of the bars may not be smooth.
• the surface may be provided with coiled ridges. This increases the surface of the bars, which may provide improved bonding of the steel and the concrete. However, this is not always preferred. Accordingly, in certain embodiments, the surface of the longitudinal and/or transverse bars may be smooth.
• the spacers may comprise a combination of bars with a smooth surface and bars with a non-smooth or textured surface.
• the diameter of the longitudinal and transverse bars is between 2.0 and 10.0 mm. In specific embodiments, the diameter of the longitudinal and transverse bars is between 3.0 and 5.0 mm. The diameter of the longitudinal bars may be identical to the diameter of the transverse bars or different.
• the diameter of the transverse bars may be adapted to the height of the spacer. More particularly, in the case of a higher spacer, transverse bars of greater strength, and thus of greater diameter, are used. For example, in specific embodiments, if spacers have a height of approximately 100 mm, transverse bars have a diameter of approximately 3.0 mm; whereas if spacers have a height of approximately 120 mm, the transverse bars have a diameter of approximately 3.2 mm.
• two or more transverse bars have a different diameter or thickness. As a greater thickness typically leads to greater strength, this makes it possible to take into account local variations in load while using a minimum of material. More particularly, transverse bars at positions subjected to a high load preferably have a larger diameter than the transverse bars at positions subjected to a smaller load. In other embodiments, all transverse bars are of equal diameter.
• two or more longitudinal bars have a different diameter or thickness.
• the spacers described herein comprise three or more (parallel) longitudinal bars, with two or more longitudinal bars having a different diameter or thickness.
• the outer longitudinal bars may have a larger diameter than the longitudinal bars which are situated in between the outer longitudinal bars. This makes it possible to use less material, while still ensuring the stability and strength of the spacers. However, this does not exclude the possibility that all longitudinal bars may have the same diameter in other embodiments.
• the present invention furthermore provides a combination of two or more spacers, as described above, which are connected to each other, more particularly by means of a number of uninterrupted transverse bars.
• such a combination forms an intermediate product.
• the combinations may furthermore be processed to form separate spacers, or may be offered as such.
• a combination of mutually connected spacers is preferably used for spacers of small height. Indeed, such low spacers are often quite difficult to handle, which may make their transportation and storage difficult.
• the combinations described herein can significantly facilitate the handling, transportation and storage of the spacers described herein.
• the spacers can easily be separated from one another on site by cutting through the uninterrupted transverse bars.
• the combination described herein typically comprises a meandering lattice structure which comprises two or more spacers, in which the spacers are positioned next to each other, so that the transverse bars are in line with one another.
• the distance between two neighboring spacers is usually between 3 mm and 20 mm, for example approximately 15 mm.
• most transverse bars are interrupted (i.e. they do not continue in the space between two neighboring spacers), in which case the transverse bars of each spacer do not project over the top and bottom longitudinal bars, or project by no more than 1 mm, as described above.
• two or more transverse bars are not interrupted, as a result of which the spacers in the combination are connected to each other. All transverse bars are typically straight.
• the longitudinal bars of the spacers are typically identical and placed parallel with respect to each other.
• the spacers are connected to each other by means of at least two uninterrupted transverse bars, in order to ensure the rigidity of the connection.
• the combination comprises more than two uninterrupted transverse bars between each pair of neighboring spacers, but preferably not more than five. A higher number of transverse bars may increase the strength of the combination, but may also make it more difficult to separate the spacers.
• each pair of adjacent spacers in the combination is mutually connected by at least 2 uninterrupted transverse bars, and at most 3, 4, or 5 uninterrupted transverse bars.
• each spacer preferably comprises at least 3, at least 4, or at least 5 interrupted transverse bars (which do not project over the top and bottom longitudinal bars, or project by no more than 1 mm) for each uninterrupted transverse bar.
• the combination described herein comprises at least three, at least four, at least five, or at least six spacers which are connected to one another.
• the spacers are again positioned next to each other, so that the transverse bars of the spacers are in line with one another, with each pair of adjacent spacers being mutually connected by at least two uninterrupted transverse bars.
• each uninterrupted transverse bar connects all the spacers in the combination to each other.
• such an embodiment is the easiest to produce. However, this is not imperative, and it is thus possible for one or more uninterrupted transverse bars not to connect all spacers to each other, and for different pairs of spacers in the combination to be connected to each other by means of different transverse bars.
• the uninterrupted transverse bars preferably comprise the transverse bars which are situated at the ends of the spacers.
• An optional third uninterrupted transverse bar is preferably situated approximately halfway between the spacers.
• the separate spacers in the combination described herein typically have a height of between 20 mm and 200 mm. However, it is possible for the combination to comprise one or more spacers of a different height, for example between 200 mm and 400 mm.
• the spacers connected to each other are typically of equal height, although it is possible for the combination to comprise spacers of a different height.
• the present invention furthermore provides an unbent combination as described above, more particularly a (flat) lattice structure which comprises two or more part- lattices, with each of the part-lattices being mutually connected by means of two to five uninterrupted transverse bars.
• a combination can often be bent more easily than separate part-lattices (see below), and can thus form a significant intermediate product when producing the spacers described herein.
• the present invention furthermore provides methods for producing the spacers and/or combinations of mutually connected spacers described herein.
• the present invention provides a method which comprises:
• At least one punching groove consisting of a pair of mutually adjacent longitudinal bars, positioned between the peripheral longitudinal bars;
• This method makes it possible to produce spacers, in which the transverse bars do not overhang or overhang only slightly, the outer longitudinal bars, and in an efficient and material-saving manner.
• the spacers obtained in this manner can be dragged across reinforcement nets in a simple and virtually unhampered manner. Below, these steps will be explained in more detail.
• the method described herein comprises in a first step (a) providing at least four parallel longitudinal bars, usually in a plane.
• the four or more longitudinal bars comprise two peripheral longitudinal bars and at least one pair of mutually adjacent (neighboring) longitudinal bars different from the peripheral longitudinal bars. More particularly, at least one pair of mutually adjacent longitudinal bars (different from the peripheral longitudinal bars) forms a punching groove.
• a punching groove forms a line of separation where the transverse bars are cut and/or punched, so that the peripheral longitudinal bars and the longitudinal bars of the punching groove form the outer longitudinal bars of the resulting spacers (see below). Any other longitudinal bars form intermediate longitudinal bars of the spacers.
• the punching grooves divide the parallel longitudinal bars into two or more bands which are separated from each other by punching grooves, in which a separate spacer can be formed from each band.
• at least five parallel longitudinal bars are provided, preferably six or more parallel longitudinal bars.
• six parallel longitudinal bars are provided, with one or two adjacent pairs of longitudinal bars forming one or two punching grooves, respectively.
• eight or more parallel longitudinal bars are provided, in which case at least three punching grooves are formed.
• each pair of mutually adjacent longitudinal bars which forms a punching groove is preferably placed as close together as possible, in order to reduce the loss of material during separation of the spacers (see below).
• the distance between a pair of mutually adjacent longitudinal bars which forms a punching groove is at most 20 mm and this distance is also referred to herein as the width of the punching groove.
• each punching groove has a width of 0 mm to 20 mm, preferably between 0 mm and 15 mm, more preferably between 0 mm and 10 mm.
• the distance between a pair of mutually adjacent longitudinal bars which forms a punching groove is at least 3 mm in such embodiments. In specific embodiments, this distance is approximately 15 mm. Such a distance may ensure minimal wear and little loss of material.
• the distance between two mutually adjacent longitudinal bars is between 20 mm and 400 mm, preferably between 20 mm and 200 mm, more preferably between 50 mm and 200 mm (except between the mutually adjacent longitudinal bars which form a punching groove, as described above).
• the parallel longitudinal bars together form two or more bands, in which case each pair of neighboring bands is separated from each other by a punching groove.
• Each band contains at least two longitudinal bars.
• the distance between the outer pair of longitudinal bars of a band is also referred to herein as the "width" of the respective band. This width determines the height of the spacer which can be obtained from the respective band by means of the method described herein.
• two of the two or more bands are a different width. This makes it possible to produce two or more types of spacers of a different height simultaneously using one installation. Thus, it is possible to avoid the installation having to be completely changed over for each new height. This saving in changeover time makes it possible to achieve a more efficient and rapid production.
• the longitudinal bars form at least three, at least five, at least eight, at least ten, or at least twelve bands which are separated from each other by punching grooves, in which case at least two bands have a different width.
• providing the at least four parallel longitudinal bars comprises unrolling and (straightening and) aligning these longitudinal bars in a plane.
• each of the four or more longitudinal bars comes from a separate roll. This can increase the production rate and makes it possible, if desired, to combine different kinds of longitudinal bars, for example longitudinal bars of different diameters.
• the four or more longitudinal bars thus comprise at least two longitudinal bars of different diameters.
• spacers which comprise two or more longitudinal bars of a different diameter or thickness, as described above.
• the method described herein furthermore also comprises cutting the longitudinal bars to a desired length.
• This cutting may take place immediately after unrolling has taken place or in a subsequent stage of the production process, for example after a number of transverse bars have been welded onto the longitudinal bars. More particularly, this cutting off may be effected in step (a), (b), (c), or (d). In specific embodiments, this takes place after fastening the transverse bars in step (d), and before bending the lattices in step (e).
• the desired length depends on the desired length of the spacers, and is usually between 1 15 cm and 600 cm, preferably between 200 cm and 300 cm, for example 230 to 260 cm.
• the method described herein furthermore comprises (b) perpendicularly positioning transverse bars on and/or under the longitudinal bars, and fastening the transverse bars to the longitudinal bars, so that a lattice structure is obtained.
• the sequence of positioning the transverse bars and the longitudinal bars is not critical for the method described herein.
• the longitudinal bars are first positioned along a specific length, following which one or more transverse bars are positioned on and/or under the longitudinal bars.
• one or more transverse bars are positioned first, following which the longitudinal bars are positioned on and/or under the transverse bars.
• the method described herein is carried out as a (partly) continuous process.
• longitudinal bars may, for example, be unrolled from a roll and the transverse bars are positioned on and/or under the longitudinal bars as the longitudinal bars are being unrolled.
• the transverse bars run parallel to one another and are perpendicular to the longitudinal bars, and laterally touch the longitudinal bars. In this case, a lattice structure is formed. In specific embodiments, all transverse bars are on the same side of the plane which is determined by the longitudinal bars. However, it is provided that, in specific embodiments, transverse bars may be present on both sides of this plane. Thus, it is for example possible to ensure that the transverse bars are mainly or only situated on the convex side of the bending; or are mainly or only situated on the concave side of the bending during the bending operation in step (e) (see below). In specific embodiments, the transverse bars are positioned and fastened to the longitudinal bars one by one. In this case, a subsequent transverse bar is only positioned once the preceding transverse bar has been fastened. In other embodiments, several successive transverse bars are positioned before the transverse bars are fastened.
• the transverse bars are preferably fastened to the longitudinal bars by welding. More particularly, bars are welded together at the points of contact between the bars.
• positioning the transverse bars comprises the unrolling, (straightening,) aligning and cutting of the transverse bars from one or more rolls.
• the transverse bars come from one and the same roll. This is eminently suitable for producing spacers which only feature one type of transverse bar. If only a single roll is used for the transverse bars, the positioning and fastening of the transverse bars takes place step by step, for example transverse bar by transverse bar.
• the transverse bars come from two or more rolls. This has the advantage that different types of transverse bars can be used, for example transverse bars of different diameters. In specific embodiments of the method described herein, two or more transverse bars accordingly have a different diameter.
• Neighboring transverse bars are usually placed apart at a distance of between 50 and 300 mm, preferably of between 50 and 200 mm, more preferably of between 100 and 150 mm. In specific embodiments, the transverse bars are placed at regular distances apart. However, in specific embodiments it is provided that specific neighboring transverse bars are placed closed together or further apart than other neighboring transverse bars.
• the transverse bars already have the desired length before they are positioned, so that there is no or hardly any overhang of the transverse bars over the two peripheral longitudinal bars after the transverse bars have been fastened. In other embodiments, the transverse bars are longer, so that there initially is an overhang. In specific embodiments, the method described herein thus furthermore comprises a step (c) which comprises cutting the transverse bar overhang over the peripheral longitudinal bars.
• the overhang is cut afterwards.
• the longitudinal bars of the punching groove or punching grooves form the outer longitudinal bars of the eventual spacers.
• the transverse bars are cut and/or punched between the adjacent horizontal longitudinal bars of each punching groove.
• the portions of transverse bars can be cut through or cut out in the punching grooves. Cutting such a transverse bar portion may be effected by means of one or two cutting operations. A single cutting operation typically suffices when the width of a punching groove is sufficiently small (at most 1 mm), so that the transverse bars project by less than 0.5 mm over the transverse bars after the cutting operation. Wider punching grooves typically require two cutting operations to prevent the transverse bars from projecting by more than 0.5 mm.
• the pieces of transverse bar are punched out between each pair of longitudinal bars forming a punching groove.
• the expression "punching out” or “punching” is understood to mean that a portion of transverse bar is cut out of the transverse bar between two adjacent horizontal longitudinal bars of a punching groove in a single operation. The removal of a portion of a transverse bar then does not comprise two separate cutting operations. This operation may be regarded as being analogous to punching or perforating, in which an opening is produced in a plate.
• the cutting through and/or punching out is carried out in such a way that there is no overhang, or hardly any overhang, of the transverse bars over the outer longitudinal bars of the resulting lattices and the spacers formed therefrom (see below) after the cutting-through and/or punching-out operation. More particularly, the remaining overhang is at most 0.5 mm; preferably at most 0.2 mm; or at most 0.1 mm; or at most 0.05 mm.
• Cutting through and/or punching out may be carried out in such a manner that transverse bars with straight ends and/or oblique ends are formed, as described above.
• all transverse bar portions are cut through or punched out in the punching groove or punching grooves.
• two or more separate (flat) lattices are thus formed which are bent in a subsequent step to form a spacer, as described herein.
• each even or each odd lattice obtained in step (d) is turned or turned back, so that corresponding transverse bars of subsequent lattices are situated in each case at opposite sides of the lattices.
• Turning is preferably carried out by rotating the lattice through 180° about the transverse axis or longitudinal axis, but may be effected by means of any combination of translational movements and/or rotations having the same effect.
• all the transverse bar portions are cut through and/or punched out in one or more punching grooves, except two to five transverse bar portions which are not interrupted.
• a lattice structure is thus formed which comprises two or more mutually connected (flat) part-lattices which are bent in a subsequent step to form a combination of spacers, as described herein. This may significantly facilitate the bending of spacers of a small height.
• two or more punching grooves are provided in step (a). In such embodiments, it is possible to punch out all the transverse bar portions in specific punching grooves, and to not interrupt two to five transverse bar portions in other punching grooves.
• a large lattice structure can be subdivided into part-lattices, in which case each part-lattice may in turn be bent to form a combination of mutually connected spacers as described above.
• the lattice comprises two or more punching grooves, and no transverse bar portions are cut through and/or punched out with two to five transverse bars in the lattice and, with all the other transverse bars, all the transverse bar portions are cut through and/or punched out in the punching grooves.
• all part-lattices are connected to each other by means of the same transverse bars.
• step (e) the (part-)lattices obtained in step (d) which may be connected to each other are bent by means of two to five uninterrupted transverse bars as described above.
• the lattices are bent at right angles to the plane determined by the original lattice obtained in step (d), in such a way that each of the bent longitudinal bars is in a plane which is perpendicular to the plane determined by the original lattice.
• the longitudinal bars are bent in an identical manner, each in a plane perpendicular to the longitudinal bars.
• a meandering spacer and/or a combination of mutually connected meandering spacers are obtained, as described above.
• the spacers and/or combinations of mutually connected spacers are stacked and tied together, preferably in packs of 10 to 50 spacers or combinations.
• the stacking and/or tying together may be carried out manually or may be automated.
• step (e) a combination of mutually connected spacers can be obtained in step (e). These can be cut at the factory or on site to form separate spacers as described herein.
• the method described herein thus comprises:
• the present invention provides the use of the spacer described herein as a structural element, more particularly as a spacer for concrete reinforcements, such as reinforcement nets.
• the spacers may also be manufactured by simply providing a lattice comprising two or more parallel longitudinal bars and a plurality of transverse bars, cutting off any part of the transverse bars overhanging the peripheral longitudinal bars, and bending the lattice, thereby obtaining a spacer as described herein comprising two or more longitudinal bars. Accordingly, further provided herein is a method for producing a spacer, said method comprising:
• step (C) may be performed prior or after step (D). In preferred embodiments, step (C) is performed prior to step (D).
• step (A) may comprise unrolling and (straightening and) aligning the longitudinal bars in a plane.
• each of the four or more longitudinal bars comes from a separate roll. This can increase the production rate and makes it possible, if desired, to combine different kinds of longitudinal bars, for example longitudinal bars of different diameters.
• the four or more longitudinal bars thus comprise at least two longitudinal bars of different diameters.
• the method described herein furthermore also comprises cutting the longitudinal bars to a desired length.
• This cutting may take place immediately after unrolling has taken place or in a subsequent stage of the production process, for example after a number of transverse bars have been welded onto the longitudinal bars. More particularly, this cutting off may be effected in step (A), (B), or (C). In specific embodiments, this takes place after fastening the transverse bars in step (B), and before bending the lattices in step (D).
• the desired length depends on the desired length of the spacers, and is usually between 1 15 cm and 600 cm, preferably between 200 cm and 300 cm, for example 230 to 260 cm.
• steps (B) and (C) of the method as described above apply, mutatis mutandis, to steps (b) and (c), of the method described prior in this application.
• Fig. 1 is a representation of a production unit (10) for carrying out a specific embodiment of the method described herein.
• the unit is adapted for unrolling six transverse bars from six rolls (1 1 ).
• the longitudinal bars are taken to an alignment station (14) where the bars are positioned parallel to each other in a plane.
• the transverse bars are unrolled and cut from a single roll (12) and are positioned perpendicularly to the transverse bars one by one and welded onto the transverse bars in a welding station (15). This is typically carried out at a rate of approximately two transverse bars per second.
• a continuous lattice (5) is obtained, as illustrated in Fig. 2.
• the lattice (5) contains six parallel longitudinal bars, of which two are peripheral longitudinal bars (6), and two pairs of adjacent horizontal longitudinal bars (7 and 7'; 8 and 8'), with each pair (7 and 7'; 8 and 8') forming a punching groove.
• the distance between each pair of longitudinal bars forming a punching groove is smaller than the other distances between the longitudinal bars.
• the lattice is processed further in a first trimming line (16), in which the overhang of the transverse bars over the outer longitudinal bars (6) is accurately cut off on both sides.
• the overhang of the transverse bars is indicated in Fig. 2 by the hatched rectangles (9).
• the transverse bar portions between the first pair of longitudinal bars (7, 7') which forms a punching groove are punched out in a first punching station (17) and the transverse bar portions between the second pair of longitudinal bars (8, 8') are punched out in a second punching station (18).
• the longitudinal bars (6, 7, 7', 8, 8') are cut at an equal distance in a cutting station (19).
• Three lattices are obtained in each case, corresponding to the three bands (a, b, c).
• each even or odd lattice is turned for bending, so that the lattices can be stacked more easily.
• Fig. 3A is a representation of a spacer (1 ) according to a specific embodiment of the present invention.
• the spacer (1 ) comprises two parallel and identical meandering (outer) longitudinal bars, more particularly a top longitudinal bar (2) and a bottom longitudinal bar (3).
• the longitudinal bars (2, 3) are connected by transverse bars (4) which are situated perpendicular to the longitudinal bars. There is no overlap of the transverse bars (4) beyond the longitudinal bars (2, 3).
• Each of the longitudinal bars is bent in a plane, so that the bottom longitudinal bar (3) permits stable positioning of the spacer (1 ) on a reinforcement net and the top longitudinal bar (2) permits stable positioning of a reinforcement net on the spacer (1 ).
• Fig. 4A is a representation of a spacer (1 ') similar to the spacer illustrated in Fig. 3A, except that the transverse bars in the spacer (1 ) in Fig. 3A are situated on the rear side of the spacer, while the transverse bars in Fig. 4A are situated on the front side of the spacer (1 '), as is also clear from the cross section along line A-A' and B-B' ( Figures 3B and 4B), and the detailed view ( Figures 3C and 4C).
• the spacers (1 , 1 ') can be stacked closer against one another than would be the case if spacers of the same type were to be stacked on top of one another.
• the spacers are collected and tied together in a collecting station (21 ).
• the method described herein can be used to produce combinations of mutually connected spacers. This is illustrated in Fig. 5A-C.
• the arrows in Fig. 5A and 5B show the direction of production.
• Fig. 5A shows a lattice (5) with 18 parallel transverse bars (4, 4') which are positioned perpendicularly to 24 parallel longitudinal bars (6, 7, 7').
• the longitudinal bars (7, 7') form 1 1 punching grooves, so that the lattice contains 12 part-lattices, each of which can be bent to form a spacer with two longitudinal bars.
• the longitudinal bars (7, 7') form 1 1 punching grooves, so that the lattice contains 12 part-lattices, each of which can be bent to form a spacer with two longitudinal bars.
• Due to their large length/width ratio bending such part-lattices is very laborious.
• the handling, transportation and storage of the eventual spacers is not easy.
• Fig. 5B and 5C show a lattice (5'), in which all the transverse bar portions have been punched out in the punching grooves, except for four transverse bars (4'): two in the centre of the lattice and two at the ends thereof.
• the part-lattices and the resulting spacers can easily be bent to form a combination of spacers (1 ).
• the spacers (1 ) can readily be separated from one another by cutting through or punching out the remaining portions of transverse bars (4') between the punching grooves.
• separate spacers (1 ) are obtained, each having two longitudinal bars (2, 3).

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Citations (2)

• 2013
  • 2013-05-08 BE BE201300319A patent/BE1020887A3/nl active
• 2014
  • 2014-05-08 TN TN2015000485A patent/TN2015000485A1/en unknown
  • 2014-05-08 DK DK14727417.9T patent/DK2994253T3/da active
  • 2014-05-08 LT LTEP14727417.9T patent/LT2994253T/lt unknown
  • 2014-05-08 EP EP14727417.9A patent/EP2994253B1/en active Active
  • 2014-05-08 ES ES14727417T patent/ES2748075T3/es active Active
  • 2014-05-08 WO PCT/EP2014/059436 patent/WO2014180950A1/en active Application Filing
  • 2014-05-08 MA MA38563A patent/MA38563B2/fr unknown
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  • 2014-05-08 SI SI201431290T patent/SI2994253T1/sl unknown
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• 2019
  • 2019-08-16 HR HRP20191473 patent/HRP20191473T1/hr unknown

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