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
  • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
  • E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
  • E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
  • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
  • B28B23/028—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B7/00—Moulds; Cores; Mandrels
  • B28B7/08—Moulds provided with means for tilting or inverting
  • B28B7/085—Moulds provided with means for tilting or inverting for making double wall panels
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
  • E04B2/84—Walls made by casting, pouring, or tamping in situ
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
  • E04B2/84—Walls made by casting, pouring, or tamping in situ
  • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
  • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
  • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
  • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
• • 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
  • E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
• • 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
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B2103/00—Material constitution of slabs, sheets or the like
  • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B2103/00—Material constitution of slabs, sheets or the like
  • E04B2103/06—Material constitution of slabs, sheets or the like of metal
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
  • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
  • E04C2002/045—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
  • E04C2002/047—Pin or rod shaped anchors
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
  • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
  • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
  • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
  • E04C2002/045—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
  • E04C2002/048—Bent wire anchors

Definitions

• the invention relates to a reinforcing element, as well as a double wall equipped with the reinforcing element and a method for producing a component, as specified in claims 1, 14 and 15.
• Generic reinforcement elements usually have a two-dimensional base element and intermediate elements for providing a three-dimensional structure.
• the intermediate elements are usually designed in the form of a lattice girder, additional pole elements being connected by the two-dimensional base element projecting therefrom, and the additional pole elements being connected to longitudinal bars on the side remote from the base element.
• Embodiments known from the general state of the art have the disadvantage that the reinforcing element is time-consuming to produce and that at least one shell of a double wall provided with the reinforcing element is in danger of breaking out.
• the present invention has for its object to provide a reinforcing element, which is stably constructed and its production is easy to automate, and to provide a method for producing such a component.
• a reinforcing element which comprises a first and a second reinforcing mat with metallic mat rods welded at nodal points at an angle to one another.
• the reinforcing mats are kept apart with respect to their first and second plane of the mats by rod-shaped spacers at a normal distance from each other.
• the spacers are metallic and non-releasably connected by means of welded joints, preferably resistance welded joints, to individual mat bars of the first and second reinforcing mat, at least individual spacers being at least project the first mat plane of the first reinforcing mat in a direction facing away from the second reinforcing mat direction by a first projection to the outside.
• An advantage of the embodiment of the invention is that by welding the two reinforcing mats to each other by means of the spacers can be formed in a stable three-dimensional reinforcing element.
• This reinforcement element can be easily moved by means of a crane or other lifting means and is thus transportable in an automated or semi-automated production line and can thus be manufactured at any location in order to keep the throughput times on a production line as low as possible.
• the spacers project beyond the first mat plane of the first reinforcing mat around a first projection to the outside, it can be achieved that the three-dimensional and stable reinforcing element can be laid on a flat surface, so that the first reinforcing mat is at a predefined distance to that of the first Supernatant corresponds, can be arranged away from this flat surface.
• the first reinforcing mat can be introduced at the desired location into a component, without having to provide additional support means.
• Another advantage of the reinforcing element according to the invention is that this can be produced with the expenditure of as few individual parts and thus on the one hand has the lowest possible weight and beyond easy and inexpensive to manufacture.
• the spacers also project beyond the second mat plane of the second reinforcing mat in a direction away from the first reinforcing mat direction by a second projection to the outside.
• the advantage here is that thereby not only the first reinforcing mat can be kept at a defined distance to a flat bearing surface, but that when turning the reinforcing element and the second reinforcing mat can be kept at a defined distance from a flat support surface to arm a concrete component well.
• the first and the second supernatant are the same size and between 5 mm and 100 mm, in particular between 10 mm and 50 mm, preferably between 15 mm and 30 mm.
• the advantage here is that when using the reinforcing element according to the invention for creating a double wall, the two wall shells can be symmetrical or equal executed.
• the Supernatant in the specified range can be achieved that required by the standard or static considerations minimum concrete coverage over the first and / or second reinforcement mat can be achieved.
• the spacers are aligned normal to the mat levels. The advantage here is that the spacers can be positioned quickly and easily between the reinforcement mats during the manufacturing process.
• the first reinforcing mat and the second reinforcing mat can thereby be well positioned relative to each other.
• protective caps are arranged in at least one end section of at least individual spacers.
• the protective caps serve during the manufacturing process of a double wall as protection for the surface of a formwork pallet, on which the reinforcing element rests. After completion of the double wall, the protective caps serve as corrosion protection for the spacers equipped with the protective cap. Without a protective cap, the spacers on the surface would be accessible to oxidation-promoting air.
• the protective caps are made of a plastic material, in particular formed by an injection molded part, and have a receiving bore whose diameter is equal to or slightly smaller than the diameter of the spacers in the region of the supernatant.
• protective caps made of a plastic material have good corrosion resistance and can be produced quickly and easily in mass production.
• injection molding parts are suitable for production in a mass production process, wherein the shape of injection molded parts can be freely selected. If the mounting hole of the protective caps is chosen to be slightly smaller than or equal to the diameter of the spacers, the protective caps can be fitted well on the spacer, so that they do not fall down undesirably during the manufacturing process.
• the protective caps are designed to be tapered and / or rounded in an end section facing away from the receiving bore.
• the advantage here is that the protective caps thereby alswei- a bearing surface or support end aufwei- sen, which may rest against a formwork element.
• the spacers and / or the tension rods are connected at a distance from the nodes of the mat rods with these.
• the advantage here is that the spacers and / or the tension rods, in particular at their connection points with the mat rods are easily accessible to be welded, for example by means of a manufacturing robot.
• a manufacturing robot for the production of the reinforcing element according to the invention be as simple as possible.
• the advantage here is that a positioning of the second reinforcing mat in the manufacturing process for the production of the reinforcing element can be done quickly and easily.
• the second reinforcing mat is positioned as accurately as possible relative to the first reinforcing mat.
• provision can be made for at least one lifting bracket extending between the first and second reinforcing mat and welded thereto.
• the lifting bracket can be arranged as possible in the center of gravity between the two reinforcing mats to facilitate handling of the reinforcing element.
• the lifting bracket can contribute to an additional stabilization of the reinforcing element.
• Another advantage of The lifting hoop welded to the reinforcing mats is that it is connected to the reinforcing element or the double wall with an increased strength. Thus, the likelihood is reduced that during the Verhebevorganges of the reinforcing element, or equipped with the reinforcing element double wall, these can be detached from the lifting bracket and thus represents a potential source of danger for persons.
• the mat rods of the first and the second reinforcing mat are arranged in the normal direction on the mat levels congruent to each other.
• the advantage here is that the blank of the two reinforcing mats can be configured identical or congruent, whereby the production of the reinforcing mats can be easily automated.
• Another advantage of this design is that especially spacers, which are arranged normal standing on the individual reinforcing mats, can be well positioned on the reinforcing bars and welded to them.
• the reinforcing element comprises a formwork element in the form of a sheet, which extends between the two reinforcing mats and attached to the two reinforcing mats, in particular welded, is.
• a formwork element for example, a metal strip can be used.
• the formwork elements are used to hold on the construction site in the final production of the double wall the concrete used for backfilling or pouring within the space provided for backfilling cavity.
• the formwork elements can be used in a first embodiment forêtabschalung the double wall.
• the formwork elements are used in window recesses or door recesses in order to be able to peel them off.
• the formwork elements are placed centrally in the wall to form a cavity.
• the amount of concrete required can be kept as low as possible.
• a socket holder attached to at least one of the reinforcing mats a socket holder, in particular welded, is.
• the socket holder can serve as shuttering for a socket to use after the completion of the double wall a socket in the wall can.
• an empty piping is connected to the socket placeholder, wherein the empty piping is held by retaining clips, which holding clamps attached to one of the reinforcing mats, in particular welded thereto.
• the spacers and / or the mat rods are made of a reinforcing steel with rolled-in ribs or other surface contours.
• the advantage here is that when using reinforcing steel for the reinforcing element this increased tensile forces can absorb because concrete can be well connected to the reinforcing steel.
• a double wall comprising a first and a second wall shell made of concrete, into which first and second wall shell an inventive reinforcement element is at least partially integrated.
• the first reinforcing mat of the reinforcing element is integrated into the first wall shell and the second reinforcing mat is integrated into the second wall shell.
• the security can be increased because an unwanted detachment of the wall shell can be kept behind by the reinforcing element. This is particularly important on the construction site, as falling concrete parts during lifting would pose a serious safety hazard to workers.
• the reinforcing element according to the invention in a double wall can also be achieved that the filling speed when concreting the double wall against conventional double walls can be increased because the two wall shells are connected in an improved manner with the stable reinforcing element.
• the concrete cover of the wall shell can be reduced by the use of a reinforcing element according to the invention, whereby the complete double wall can be manufactured with reduced weight. This brings savings in production.
• a weight-reduced double wall can be transported inexpensively and environmentally friendly, in addition, the hand ring of the double wall is facilitated in the course of a Verhebevorganges.
• the method for producing a component provides that it has the following method steps:
• the rod-shaped spacers can be easily positioned by a manufacturing plant, in particular by a robot system, on the first reinforcing mat or welded thereto.
• the second reinforcing mat can then also be positioned by the production plant, in particular the robot system, relative to the first reinforcing mat and subsequently welded to the spacers, so that a stable, three-dimensional reinforcing element is produced.
• Such a reinforcing element is so stable that it can be transported as a whole within a production plant or even to external production facilities in order to be able to be used in a prefabricated manner at any location.
• the reinforcing element can be prefabricated in a separate production section and subsequently be used as a whole for use in a production process for the production of a double wall.
• the individual method steps are carried out in a different sequence to this list.
• the spacers are positioned relative to the mat rods of the first reinforcing mat such that the spacers protrude with respect to the mat rods of the first reinforcing mat around a first projection.
• the spacers project beyond the mat bars of the first reinforcing mat around a first projection to the outside, it can be achieved that the three-dimensional and stable reinforcing element can be laid on a flat surface, so that the first reinforcing mat at a predefined distance, which corresponds to the first supernatant, can be arranged away from this flat surface.
• the second reinforcing mat is positioned such that the spacers protrude with respect to the mat bars of the second reinforcing mat around a second projection.
• the rod-shaped spacers before the positioning of the rod-shaped spacers, these are cut to length and provided with protective caps on at least one end section.
• the advantage here is that the rod-shaped spacers, if they are cut to length in the production process, can be delivered as rod material. Thus, an individually adjustable length of all spacers can be realized. It is also advantageous if the spacers are provided with protective caps already after cutting to length and before installation or welding in the first reinforcing mat, since this working step can be easily combined with a cutting process in terms of production engineering.
• tension rods are welded to the mat rods.
• the advantage here is that the tension rods can be easily and inexpensively welded to the mat levels during the manufacturing process.
• support rods running parallel to the first reinforcing mat are positioned and welded to the spacers and / or the tension rods.
• the advantage here is that Support members are formed by the support rods, to which the second reinforcement mat can be placed during the manufacturing process.
• an excessive sagging of the second reinforcing mat during the positioning process relative to the first reinforcing mat is thereby prevented or largely prevented.
• the shuttering palette can be prepared as far as possible and the reinforcing element can be lifted as a whole in the formwork pallet.
• the quality of the manufacturing process for producing a double wall can be significantly improved.
• the process speed can be increased because the reinforcing element can be lifted as a whole.
• the process accuracy or repeat accuracy can be increased because the reinforcing element can be performed by its preparation as a dimensionally stable component.
• the following method steps are carried out:
• the advantage here is that the manufacturing process can be additionally accelerated because the concrete layer can be applied to the formwork pallet before inserting the reinforcing element. This manufacturing method or manufacturing method can only be carried out using the reinforcing element according to the invention.
• the advantage here is that the reinforcing element is already integrated into the first wall shell and due to the stable construction of the reinforcing element, this component can be well moved or positioned in the manufacturing process.
• the semi-finished component can be immersed in a precise position in the concrete layer of the preparatory formwork pallet by a turning device, so that the second wall shell can be made accurate position.
• the storage of the component is carried out until solidification or hardening of the concrete layer to a first and / or second wall shell in a curing chamber.
• the advantage here is that the curing process of the wall shells can be accelerated. Thus, the period of time until sufficient cure wall shells are shortened so that they are transportable as soon as possible and the formwork pallet is free again.
• Fig. 1 is a perspective view of a reinforcing element
• Fig. 2 is a plan view of the reinforcement element according to the perspective II of Fig. 1;
• Fig. 3 is a side view of the reinforcing element according to the perspective III of Fig. 1;
• FIG. 4 shows a side view according to perspective III from FIG. 1 of a further embodiment of a reinforcing element
• FIG. 5 shows a detailed view of a spacer, as well as a protective cap arranged thereon;
• FIG. 7 shows a representation of a method for producing a double wall, namely casting the first wall shell
• Fig. 8 is an illustration of another method of making a double wall, namely preparing for the production of the second wall shell;
• FIG. 9 is a perspective view of a complex reinforcing element for a
• 10 shows a solid wall equipped with the reinforcement element according to the invention
• 11 shows a perspective view of a complex reinforcement element for a double wall with formwork elements
• FIG. 12 shows a detail view of a further embodiment of a spacer, as well as a protective cap arranged thereon;
• FIG. 13 shows a further embodiment of a lifting hoop in the installed state
• Fig. 14 shows another embodiment of a lifting bracket in the installed state.
• FIG. 1 shows an exemplary illustrated inventive reinforcing element 1 in a perspective view.
• FIGS. 2 and 3 show the reinforcing element 1 in a plan view according to II from FIG. 1 and a side view according to III from FIG. 1, wherein the same reference numerals or component designations are used for the same parts as in the respective preceding figures.
• the reinforcing element 1 is shown only in an exemplary section, wherein the reinforcing element 1 may have larger dimensions than shown.
• the reinforcing element 1 can be used as a reinforcement or reinforcement in reinforced concrete construction.
• the reinforcing element 1 has a first reinforcing mat 2 and a second reinforcing mat 3, which each have a first mat plane 4 and a second mat plane 5.
• the two mat levels 4, 5 are, as better seen in Fig. 3, each defined by the outermost points of the reinforcing mats 2, 3. From Advantage is when at least three spacers 8 are provided on a reinforcing element 1. As a result, the reinforcing element 1 rest well on the spacers 8.
• the reinforcing mats 2, 3 each have a plurality of mat bars 6, which are arranged at an angle to one another. This results in a lattice shape, wherein the mat bars 6 are welded together in nodes 7 at which they overlap.
• the mat bars 6 are preferably made of a reinforcing steel.
• a reinforcing mat 2, 3 is a lattice structure of bars welded together. The distance between the individual bars to each other can be regular or irregular.
• reinforcing mats 2, 3 can be purchased as standard finished parts and cut accordingly on site. In an alternative variant, it is also possible to cut off the mat rods 6 in the course of the manufacturing process of the reinforcing element 1 on site and to weld them together.
• rod-shaped spacers 8 are provided, which keep the individual reinforcing mats 2, 3 spaced from each other in a desired and predefined normal distance 9.
• the normal distance 9 is the distance in which the two mat levels 4, 5 of the reinforcing mats 2, 3 are arranged spaced from each other.
• the rod-shaped spacers 8, which are made of a metallic material, are connected by a welded joint 10 to the mat rods 6.
• the welded connection is preferably realized by a resistance welding, in particular by a resistance spot welding.
• the advantage here is that this welding process is easy to automate, and that in this welding process no additional material is needed.
• the spacers 8 it is also possible for the spacers 8 to be connected to one another, for example, by an MAG welding method or by a laser welding method.
• the spacers 8 can protrude in a direction 11 facing away from the second reinforcing mat 3 about a first protrusion 12 opposite to the first mat plane 4.
• the reinforcing element 1 can be ideally used for purposes where it is required that the first reinforcing mat 2 from a support plane at which the Reinforcing element 1 rests, are arranged distanced. This is the case, for example, in the production of double walls 13, precast concrete components or in element ceilings and the like.
• the reinforcing element 1 according to the invention can also be used ideally to arm such as components in situ concrete.
• the projection 12 may correspond to the necessary concrete cover.
• first mat plane 4 and the second mat plane 5 are arranged one above another with the same orientation.
• the spacers 8 are arranged in a direction away from the first reinforcing mat 2 direction 14 about a second projection 15 with respect to the second mat plane 5 above.
• the advantages for this can be seen analogously to the first projection 12.
• the desired concrete cover can be set. In other words, it can be adjusted by how far the first reinforcing mat or the second reinforcing mat are arranged away from a concrete surface.
• the projections 12, 15 are preferably chosen to be the same size, so that the reinforcing element 1 or a double wall 13 equipped therewith is formed symmetrically. In an alternative variant or for special applications, however, it is also possible that the projections 12, 15 are selected to be of different sizes.
• tension rods 16 are arranged on the reinforcing element 1, which are arranged at an angle 17 to the spacers 8 and to a normal on the mat levels 4, 5.
• the tension rods 16 preferably extend between the first mat plane 4 and the second mat plane 5.
• the tension rods 16 are preferably arranged in pairs V-shaped, whereby the reinforcing element 1 increased rigidity can be imparted. In particular, can be achieved that a parallel displacement of the two reinforcing mats 2, 3 is opposed to each other increased resistance or increased strength.
• the tension rods 16 may preferably have a smaller diameter than the spacers 8. In addition, it may be provided that the tension rods 16 have the same diameter as the mat rods 6.
• the spacers 8 and / or the tension bars 16 are connected at a distance 18 from the nodes 7 of the mat bars 6 with these. It can thereby be achieved that the spacers 8 and / or tension rods 16 are readily accessible at their connection points with the mat rods 6. Automated processing by means of a production robot or a production plant can thereby be facilitated.
• the distance 18 is preferably dimensioned such that the tension rods 16 are arranged as close as possible to the nodes 7 of the mat rods 6 as a result of production, since the mat rods 6 have the greatest rigidity in the region of the nodal points 7.
• the spacers 8 and / or the tension rods 16 may have different diameters in order, for example, to be able to accommodate loads of different sizes as required. Furthermore, the spacers 8 and / or the tension rods 16 can be arranged at an irregular distance from one another in order to be adapted to the requirement of the load.
• support rods 19 are formed, which define a support plane 20.
• These support rods 19 may be particularly advantageous in the production of the reinforcement element 1, since they can be well connected to the spacers 8 or the tie rods 16 and thereby the support plane 20 can be formed, to which the second reinforcement mat 3 in the production process can be launched.
• the second reinforcing mat 3 is already arranged approximately in its final position during the manufacturing process. How out.
• the spacers 8 are arranged normally on the first mat plane 4 or on the second mat plane 5 on the reinforcing element 1.
• FIG. 4 shows a further embodiment of the reinforcing element 1, which is possibly independent of itself, again using the same reference numerals or component designations for the same parts as in the preceding FIGS. 1 to 3. To avoid unnecessary repetition, reference is made to the detailed description in the preceding figures 1 to 3 or reference. In FIG. 4, as in FIG. 3, a view according to III of FIG. 1 was also selected.
• the rod-shaped spacers 8 are not normally arranged standing on the mat levels 4, 5, but are arranged at an angle to these. It can thereby be achieved that the spacers 8 can assume the function of the tension rods 16 from FIG. 3 and thus the tension rods 16 are not necessary in this exemplary embodiment.
• protective caps 22 can be arranged on at least one end section 21 of the spacers 8, which protect the spacer 8 against corrosion or serve as a support element in the production process.
• FIG. 5 shows a section of a spacer 8 with a schematically illustrated protective cap 22.
• the protective cap 22 has a receiving bore 23 in which the spacer 8 can be accommodated.
• the protective cap 22 is not completely plugged onto the spacer 8 in order to better represent the inner workings of the protective cap 22.
• the protective cap 22 will be plugged onto the spacer 8 until it stops.
• a diameter 24 of the receiving bore 23 is equal to or smaller than a diameter 25 of the spacer 8. It can thereby be achieved that the protective cap 22 can be plugged under the action of force on the spacer 8 and is firmly seated on this. Thus, the protective cap 22 can not be shaken down unintentionally during the manufacturing process.
• the protective cap 22 is designed to taper and / or round off in an end section 26 remote from the receiving bore 23.
• the protective cap 22 in the end portion 26 has a cone-like shape. It can thereby be achieved that the protective cap 22 in the end section 26 is made as slim as possible, so that the protective cap 22 on the surface of a double wall 13 is not possible or only slightly visible.
• the protective cap 22 is preferably made of a plastic material. This may be, for example, a thermoplastic material which has a high chemical resistance and a high resistance to aging.
• FIG. 6 shows a side view or a sectional view of a double wall 13, which is equipped with the reinforcement element 1 according to the invention and already described.
• a first wall shell 27 is formed in the area of the first reinforcing mat 2 and a second wall shell 28 in the region of the second reinforcing mat 3.
• an intermediate region 29 is formed between the two wall shells 27, 28, which is filled after installation of the double wall 13 on site with concrete to obtain a solid concrete wall.
• the wall shells 27, 28 as small a wall thickness 30, 31, so that the double wall 13 is as easy as possible for transport.
• the limits for the minimum wall thickness 30, 31 of the wall shells 27, 28 arise on the one hand due to the minimum coverage, which must have the wall shells 27, 28.
• This minimum coverage is, for example, the distance from the outer surface 32 of the first wall shell 27 to the first mat plane 4.
• the minimum coverage can be adjusted by the positioning of the spacers 8 and is the same size as the first projection 12.
• the wall thicknesses 30, 31 result further from a required minimum distance of an inner surface 34 of the first wall shell 27 to the first reinforcing mat 2 and an inner surface 35 of the second wall shell 28 to the second reinforcing mat 3.
• the inventive structure of the reinforcing element 1 can be achieved that the Wall thicknesses 30, 31 can be as low as possible.
• FIGS. 7 and 8 explain or explain the process for producing a double wall 13 on the basis of the schematic representations of the production, wherein the same reference numerals and component designations are used for the same parts as in the respective preceding FIGS. be used. In order to avoid unnecessary repetition, reference is made to the detailed description in the respective preceding figures.
• the semi-finished product of the reinforcing element 1 and the double wall 13 is referred to as a component 36.
• the first reinforcing mat 2 is provided in a first method step.
• the first reinforcing mat 2 may be a purchased part or else it is also possible for the first reinforcing mat 2 to be produced directly on site by welding mat rods 6.
• the spacers 8 are prepared, these being cut to length and can already be fitted with the protective caps 22. Alternatively, it is possible that the protective caps are plugged onto the spacers 8 only after completion of the reinforcing element 1.
• the rod-shaped spacers 8 are positioned relative to the mat bars 6 of the first reinforcing mat 2 such that the spacers 8 protrude relative to the mat bars 6 of the first reinforcing mat 2 around the first protrusion 12. If the spacers 8 are correctly positioned, they can subsequently be welded to the mat bars 6 of the first reinforcing mat 2.
• the reinforcing mat 2 In order to be able to position the spacers 8 projecting above the mat rods 6 of the reinforcing mat 2, it can be provided that the reinforcing mat 2 is placed on a pad block and thus the free space for the first protrusion 12 is created. Furthermore, it is also conceivable that in the manufacturing process, the first reinforcing mat 2 rests on a flat surface in which recesses are introduced, wherein the spacers 8 can be introduced into these recesses and thus can be arranged above the first reinforcing mat 2 above.
• first reinforcing mat 2 is held in position by a gripping system of a robot and the spacers 8 are positioned and welded relative to the first reinforcing mat 2 by means of another robot. Furthermore, it is also conceivable that in addition to the spacers 8 and tension rods 16 are positioned on the first reinforcing mat 2 and welded thereto.
• the second reinforcing mat 3 is positioned at the normal distance 9 to the first reinforcing mat 2 and welded to the spacers 8.
• the second reinforcing mat 3 it is possible for the second reinforcing mat 3 to be held in position by means of a robot system or another production s, and then welded.
• the support rods 19 prior to positioning of the second reinforcing mat 3 parallel to the first reinforcing mat 2, the support rods 19 are positioned parallel to the first reinforcing mat 2 and welded to the spacers 8 and or the tension rods 16, so that the support plane 20 is formed. In this support plane 20, the second reinforcing mat 3 can now be placed, whereby during the manufacturing process, an excessive deformation of the second reinforcing mat 2 is reduced or avoided.
• the three-dimensional reinforcing element 1 is now produced, which serves as a basis for the further process steps for the production of the double wall 13.
• the reinforcing element 1 can be transported or positioned well in the production plant in a production hall or in the production process for producing the double wall 13 by means of a load lifting crane, which enables the reinforcement selement 1 to be independent of the actual production steps for producing the double wall 13 is prefabricated.
• the manufacturing process for producing the double wall 13 can be considerably simplified or rationalized.
• the welded and therefore stable reinforcing element 1 is positioned on a shuttering pallet 37, the spacers 8 resting on a surface 38 of the shuttering pallet 37, in particular at its end section 21.
• the reinforcing element 1 it is possible for the reinforcing element 1 to be placed on the shuttering pallet 37 first, and then for limit shuttering 39 to be positioned on the shuttering pallet 37. ned to allow the concreting process.
• the boundary formworks 39 are first positioned on the formwork pallet 37 and then the reinforcing element 1 is lifted as a whole onto the formwork pallet 37.
• a concrete layer 42 is applied to the formwork pallet 37 by means of a concrete supply device 40.
• the concrete preparation device 40 is moved back and forth in a horizontal movement direction 41, so that the concrete layer 42 is evenly distributed on the shuttering pallet 37.
• so much concrete is applied to the formwork pallet 37 until the desired wall thickness 30 of the first wall shell 27 is reached and thus the first reinforcing mat 2 is completely covered by the concrete layer 42.
• first the concrete layer 42 is applied to the formwork pallet 37 prepared with boundary formworks 39 and then the reinforcement element 1 is lifted onto the formwork pallet 37 so that the first reinforcement mat 2 dips into the prepared concrete layer 42.
• the shuttering pallet 37 vibrates in the production process, or that an agitating bottle is introduced from the outside into the concrete layer 42 in order to sufficiently densify or homogenize the concrete layer 42.
• the concrete layer 42 is brought to harden and thus forms the first wall shell 27.
• the curing process can take place here at ambient conditions, or it is also possible that the curing process, for example, in a curing chamber at elevated Temperature is performed. If the first wall shell 27 has hardened sufficiently in order to be able to move it, then the semifinished component 36, in particular the reinforcement element 1 with the first wall shell 27 arranged thereon, is lifted off the shuttering pallet 37 and turned by means of a lifting means. After the turning process results in a position as shown in Fig. 8. As can be seen from FIG.
• the shuttering pallet 37 is again covered with a concrete layer 42 in order to provide the concrete for the second wall shell 28. After this filling process, the component 36 is immersed in the provided concrete layer 42 and optionally compacted with shaking.
• the concrete layer 42 is cured analogously to the production of the first wall shell 27, so that the second wall shell 28 is generated.
• FIG. 9 shows a further embodiment of the reinforcing element 1, which is possibly independent of itself, wherein the same reference numerals or component designations are used again for the same parts as in the preceding FIGS. 1 to 8.
• the same reference numerals or component designations are used again for the same parts as in the preceding FIGS. 1 to 8.
• Fig. 9 shows a perspective view of a complex reinforcement element 1, as is required for the double wall 13 of a house. As can be seen clearly from FIG. 9, provision can be made for recesses 43, for example for windows or doors, to be provided in the reinforcement element 1.
• lifting elements 44 are arranged in the reinforcement element 1, by means of which the reinforcement element 1 or subsequently the finished double wall 13 can be positioned or displaced with a lifting means.
• FIG. 10 shows a further embodiment of the double wall 13, which is possibly independent of itself, wherein the same reference numerals or component designations are again used for the same parts as in the preceding FIGS. 1 to 9. To avoid unnecessary repetition, reference is made to the detailed description in the preceding Figures 1 to 9 or reference.
• the reinforcing element 1 according to the invention is inserted in a solid wall 45.
• the solid wall 45 in contrast to the double wall 13, there is no intermediate region 29. but the reinforcing element 1 is completely encased in concrete in the precast plant, so that the solid wall 45 is formed, which as a whole verhoben, or can be transported.
• FIG. 11 shows a further embodiment of the reinforcing element 1 of a double wall 133, which is possibly independent of itself, wherein the same reference numerals or component designations are again used for the same parts as in the preceding FIGS. 1 to 10. To avoid unnecessary repetition, reference is made to the detailed description in the preceding figures 1 to 10 or reference.
• Fig. 11 shows a perspective view of a complex reinforcement element 1, as is required for the double wall 13 of a house.
• the recesses 43 which are provided in the reinforcement element 1 approximately for windows or doors, are bounded by one or more formwork elements 46.
• one or more shuttering elements 46 are used for the outer shuttering of the reinforcement element 1.
• the formwork elements 46 are placed in the middle of the reinforcement element 1 in order to form a cavity.
• the cavities can serve to be able to save on the completion of the double wall 13, in particular when pouring the double wall 13 concrete.
• the formwork element 46 may be formed for example by a metal strip.
• the metal strip may have a wall thickness between 0.5 mm and 15 mm, preferably between 1.5 mm and 3 mm.
• the formwork element 46 is made of a contoured sheet metal, similar to a corrugated sheet metal. This has the advantage that a contoured sheet has increased rigidity with the same material thickness.
• the formwork element 46 in the reinforcement element 1 can be provided that this is welded to the reinforcing mats 2, 3. It is conceivable that the formwork element 46 is welded directly to one of the mat bars 6 of the reinforcing mats 2, 3. In particular, it can be provided that the formwork element 46 extends parallel to one of the inner mat rods 6, abuts a contact line on this and is welded pointwise with this. Furthermore, it can be provided that the formwork element 46 in the region of contact with the mat rods 6 has a 90 ° bend and therefore has a tab. Such a Kantung can serve approximately to stiffen the formwork element 46. In addition, by such a Kantung a reinforced bearing surface can be created.
• the formwork element 46 extends at an angle of 90 ° to the inner mat rods 6 and rests only selectively on the individual mat rods 6. It can also be provided that the shuttering element 46 has recesses in the region of the transversely extending mat rods 6, in which the mat rods 6 can be accommodated.
• the formwork element 46 can serve to give the reinforcing element 1 additional rigidity and stability.
• a socket placeholder 47 or placeholder for further built-in parts is welded to one of the reinforcing mats 2, 3.
• the socket holder 47 is preferably formed in the shape of a cuboid and also made of sheet metal to be well welded to one of the reinforcing mats 2, 3 or possibly also with the rod-shaped spacers 8 and / or the tie rods 16 can.
• a weld-on element is welded to the reinforcement element 1, wherein a socket receptacle is plugged onto the weld-on element before concreting the wall shell 27, 28 and the weld-on element therefore serves to receive and position the socket receptacle.
• an empty piping 48 may be provided, through which the wiring for a to be mounted in the socket holder 47 installation can be performed.
• the empty piping 48 is preferably connected directly to a socket.
• the empty tubing 48 held by retaining clips 49.
• the retaining clips 49 may also be welded to the reinforcing mats 2, 3.
• Fig. 12 shows a further embodiment of the spacer 8 with protective cap 22.
• the protective cap 22 and the spacer 8 are shown in this embodiment in a half section.
• the end portion 26 is formed in the shape of a cross.
• the protective cap 22 is injection molded directly onto the spacers 8 by injection molding.
• Fig. 13 shows a further embodiment of the lifting bracket 44, wherein this is shown in the installed in the wall shells 27, 28 state.
• a transverse bar 50 is formed, which protrudes into the wall shells 27, 28.
• the forces occurring on the lifting bracket 44 can be introduced into the wall shells 27, 28.
• the lifting hoop 44 is welded to the braiding 2, 3 and / or the spacers 8 and / or the tension rods 16.
• the lifting bracket 44 is inserted during production s process only in the reinforcing element 1.
• the lifting bracket 44 is designed such that the hook tab protrudes partially beyond the wall shells 27, 28.
• a double wall 13 of diametrically opposed design can be connected to the illustrated double wall 13, since the lifting bars 44 overlap.
• such elements are designed as so-called locks only for mutually fixing two double walls 13.
• Fig. 14 shows a further embodiment of the lifting bracket 44, wherein this is shown in the installed in the wall shells 27, 28 state.
• the bracket protrudes beyond the transverse bar 50.
• the hook of the lifting means can be suspended as far as possible at the edge of the wall shells 27, 28 and that the transverse bar 50, which is designed to introduce the forces into the wall shells 27, 28, as far as possible from the edge of the wall shells 27, 28 can be arranged remotely, so that the tearing of the lifting hoop 44 is prevented as well as possible.
• a further transverse bar can also be formed.
• the exemplary embodiments show possible embodiments of the reinforcing element 1 or a double wall 13 equipped therewith, wherein it should be noted at this point that the invention is not limited to the specifically illustrated embodiments thereof, but rather various combinations of the individual embodiments are possible with each other and this possibility of variation due to the teaching on technical action by objective invention lies in the ability of those skilled in this technical field.
• FIGS. 1 to 3, 4, 5, 6, 7 to 8, 9, 10, 11, 12, 13 can form the subject of independent solutions according to the invention.
• the relevant objects and solutions according to the invention can be found in the detailed descriptions of these figures.
• first reinforcement mat 30 wall thickness first wall shell second reinforcement mat 31 wall thickness second wall shell first mat plane 32 outer surface first wall shell second mat plane 33 outer surface second wall matte shell
• Double wall 40 Concrete delivery device from first reinforcing mat ab41 Horizontal direction of movement Direction 42 Concrete layer

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• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Civil Engineering (AREA)
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• Physics & Mathematics (AREA)
• Electromagnetism (AREA)
• Manufacturing & Machinery (AREA)
• Chemical & Material Sciences (AREA)
• Ceramic Engineering (AREA)
• Mechanical Engineering (AREA)
• Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
• Reinforcement Elements For Buildings (AREA)

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• 2014
  • 2014-08-12 AT ATA50565/2014A patent/AT516118B1/de not_active IP Right Cessation
• 2015
  • 2015-08-11 CN CN201580054837.7A patent/CN106794596A/zh active Pending
  • 2015-08-11 US US15/502,629 patent/US10202770B2/en not_active Expired - Fee Related
  • 2015-08-11 EP EP15771848.7A patent/EP3180480A1/de not_active Withdrawn
  • 2015-08-11 WO PCT/AT2015/050198 patent/WO2016023058A1/de active Application Filing
  • 2015-08-11 RU RU2017107499A patent/RU2017107499A/ru not_active Application Discontinuation

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