EP4022144A1 - Procédé pour produire une armature d'effort tranchant textile, dispositif de support, armature d'effort tranchant, composant en béton et fichier de dépôt de fil - Google Patents

Procédé pour produire une armature d'effort tranchant textile, dispositif de support, armature d'effort tranchant, composant en béton et fichier de dépôt de fil

Info

Publication number
EP4022144A1
EP4022144A1 EP20793260.9A EP20793260A EP4022144A1 EP 4022144 A1 EP4022144 A1 EP 4022144A1 EP 20793260 A EP20793260 A EP 20793260A EP 4022144 A1 EP4022144 A1 EP 4022144A1
Authority
EP
European Patent Office
Prior art keywords
yarn
support device
transverse force
support
reinforcement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
EP20793260.9A
Other languages
German (de)
English (en)
Inventor
Iurii VAKALIUK
Maria Patricia GARIBALDI
Steffen Rittner
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP4022144A1 publication Critical patent/EP4022144A1/fr
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • 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
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal

Definitions

  • the invention relates to a method for producing a textile transverse force reinforcement, formed from at least one yarn that includes fibers suitable for load transfer, and a support device for producing textile transverse force reinforcement, formed from at least one yarn which includes fibers suitable for load transfer.
  • the invention also relates to a transverse force reinforcement formed from at least one yarn, a use of a transverse force reinforcement, a concrete component comprising two-shell concrete structure modules, and a yarn storage file.
  • a lattice girder and a method for its production are known, with flocks of thread-like or yarn-like individual elements being provided. These are arranged as sections of a belt and struts and in such a way that their multiplicity leads to an overall load-bearing capacity of the lattice girder.
  • Lattice girders that are stretched in a straight line can be produced, but they are not suitable for components with different shapes.
  • reinforcement structures are also provided which are designed as three-dimensional textile lattice structures, and a further structural textile is known from the document DE 10 2014 200 792 A1.
  • a box-lattice structure is also known from the publication WO 2013 102 593 A1.
  • the document DE 10 2007 038 932 A1 describes a textile-matrix composite for the production of components with an elliptical or circular cross-section, which consists of a grid-like, pre-curved narrow textile embedded in a matrix.
  • the textile-matrix composite can be bent as desired in the longitudinal direction, but is made from the prefabricated lattice-like narrow textile so that no significant load transfer is possible in the longitudinal direction.
  • the publication DE 20 2005 019 077 U1 also describes the production of textile transverse force reinforcement (cf. FIG. 2 and claims 1, 4, 10, 13, 19), made from fibers suitable for load transfer, with the transverse force reinforcement in at least one plane is made curved perpendicular to its cross section. However, it is not described how such a production can take place.
  • the publication WO 2018/185 600 A1 discloses a method for producing a textile reinforcement (see. Figures 1 and 3, claims 1 and 2), formed from at least one yarn 8, which comprises fibers suitable for load transfer, the reinforcement in at least one Plane can be produced curved perpendicular to its cross-section (see FIGS. 1 and 3) by depositing the yarn 8 to form the reinforcement on individual fixing pins 5 which are arranged transversely to a longitudinal line curved in the plane.
  • the object of the present invention to offer a method and a supporting device for producing a textile transverse force reinforcement, formed from at least one yarn, whereby a curvature of the transverse force reinforcement should be possible in at least one plane. It is a further object of the present invention to propose a transverse force reinforcement, its use as well as a concrete component and a yarn storage file. The object is achieved by a method for producing a textile transverse force reinforcement, formed from at least one yarn. According to the invention, it is provided that the transverse force reinforcement can be produced in a curved manner in at least one plane perpendicular to its cross section by depositing the yarn to form the transverse force reinforcement on a support device that can be bent in the plane.
  • the support device consists of support elements articulated to one another in one degree of freedom. After the hardening of a hardenable matrix material, the finished shear reinforcement is removed from the support device. A longitudinal direction of the shear reinforcement is considered to be perpendicular to the cross section.
  • the yarn is placed on the articulated support elements. According to a preferred embodiment of the method, the yarn is impregnated with the hardenable matrix material.
  • the process sequence according to the invention is designed in such a way that the support device is placed in a linearly stretched form on a support surface.
  • This support surface which can be designed as a table, for example, is designed as a flat surface with a suitable surface property with which a controlled movement of the support device is possible.
  • the bearing surface can be provided with an additional layer, for example to reduce the friction between the surface and the components.
  • the support surface can consist of metal or a sheet steel, as is also customary for the conventional manufacture of concrete components on a formwork table.
  • the second step of the manufacturing process is the adjustment of the support device in order to bring it into a shape corresponding to the horizontal projection of the intended curvature of the reinforcement element to be manufactured, the transverse force reinforcement within the meaning of the invention.
  • the intended curvature of the support device for the horizontal projection of the curvature of the reinforcement element to be manufactured is set by deflecting individual or, in particular, several of the support elements from their initially straight or other existing alignment. This can be done, for example, by means of shape actuators which, in particular, act mechanically on the support elements in a motorized manner, move the support elements in this way and thus achieve the required deflection.
  • shape actuators which, in particular, act mechanically on the support elements in a motorized manner, move the support elements in this way and thus achieve the required deflection.
  • the design and function of the form actuators will be discussed in greater detail in the description of the device according to the invention.
  • the next step within the production process of the transverse force reinforcement according to the invention is the depositing of the yarn, which forms the transverse force reinforcement and absorbs forces when used in a component, on the support device. This takes place in accordance with a planned yarn course, which ensures, for example, load-appropriate load transfer in the later concrete component.
  • the yarn is in an uncured state, held by the support device in order to then harden to form the transverse force reinforcement according to the invention.
  • Different methods and materials are provided for fixing the yarns after they have been deposited.
  • a hybrid fiber is used as the yarn, to which thermoplastic and thus thermally activated fibers were added during production.
  • the thermoplastic fibers melt and connect the fibers suitable for load transfer, e.g. B. carbon fibers, with each other.
  • the hardening of the matrix material takes place as soon as the thermoplastic fibers have cooled down and returned to their solid state.
  • the yarn is impregnated with a hardenable matrix material. This can be done during the manufacture of the yarn, the yarn then being used pre-impregnated and having to be protected from undesired premature hardening prior to use.
  • the yarn is also impregnated with a hardenable matrix material, but immediately before it is placed on the support device.
  • the curable matrix material used for impregnation is preferably reactive resins, such as. B. epoxy resin, or aqueous dispersions, e.g. B. based on acrylate or styrene butadiene, into consideration.
  • reactive resins such as. B. epoxy resin
  • aqueous dispersions e.g. B. based on acrylate or styrene butadiene
  • the last step is carried out and the hardened shear reinforcement is removed from the support device.
  • the method according to the invention is thus ended and the transverse force reinforcement is completed.
  • the invention further relates to a support device for producing a textile transverse force reinforcement, formed from at least one yarn, which comprises fibers suitable for load transfer.
  • the support device can be bent in the longitudinal direction in at least one plane perpendicular to its cross-section, the support device being provided for depositing the yarn and consisting of support elements connected to one another by means of joints that realize a degree of freedom.
  • the support surface for supporting the support device is provided with a friction-reducing coating.
  • a yarn depositing device for automated yarn depositing is also provided, which particularly preferably also impregnates the yarn with a suitable matrix material immediately before depositing it.
  • the transverse force reinforcement can thus be produced curved in the longitudinal direction in at least one plane perpendicular to the cross section.
  • the support device Before it is used, the support device can be assembled from the associated parts, in particular the support elements, in the intended dimensions, in particular the required length for the transverse force reinforcement to be produced. For other shear reinforcements to be produced in the same dimensions, the support device can be left installed, cleaned or repaired if necessary.
  • the yarn used is simple yarns or multiple yarns, which are suitable for reinforcement due to a corresponding proportion of load-bearing fibers.
  • These can be, for example, yarns based on carbon fibers, basalt fibers or alkali-resistant glass fibers (AR glass).
  • a further advantageous embodiment of the present invention provides that the support elements are deflected relative to one another by means of motor-driven form actuators which can exert a force on the support elements in such a way that the intended curvature of the support device is achieved.
  • An advantageous further development provides form actuators acting in the plane from both sides of the support elements, possibly including associated compensation strips. This results in a higher precision of the alignment.
  • the transverse force reinforcement can thereby be bent in the longitudinal direction in at least one plane perpendicular to the cross section. That means a deflection at a certain angle with respect to the tangent.
  • the curvature can take place over the length of the transverse force reinforcement in alternating directions, but according to a preferred embodiment always in the horizontal plane of the transverse force reinforcement.
  • Alternative embodiments also provide a curvature in other planes, up to and including the generation of a free form.
  • the free form includes a single curvature, a double curvature, a ruled surface that is composed of straight lines in a certain way, a surface of revolution, a translational surface, a non-uniform rational B-spline (NURBS, a mathematically defined curve or surface for modeling any shape) and geometrically undefined surfaces.
  • NURBS non-uniform rational B-spline
  • the plane of curvature perpendicular to the cross-section of the shear reinforcement is usually a horizontal plane that is formed by a support surface or a table.
  • the support device is placed on the support surface and the corresponding curvature is set in preparation for the upcoming yarn deposit.
  • the joints of the support elements around which the curvature takes place are advantageously formed by interacting with a central chain, in that each of the support elements has a central cylindrical recess in which a corresponding cylindrical joint head of the central chain can be received.
  • the connection between the joint head and the support element is preferably designed to be movable in order to avoid collisions of the support elements.
  • the middle chain in turn consists of articulated links connected with a degree of freedom.
  • the structure of the middle chain from links and the support elements that can be placed on it enable the support device to be put together flexibly and according to requirements for each individual case. By omitting fixing pins or entire support elements, larger distances can be created for storing the yarn.
  • the support element comprises at least one magnet, so that the support element is held on the joint head by means of magnetic force and at the same time two links of the central chain are held together at their joint by means of this magnetic force. So there are three different elements held together.
  • Such a type of connection not only enables a secure connection between the elements involved, but also ensures the required mobility, for example by choosing a correspondingly high magnetic force, taking into account the friction between the elements of the central chain or between the support surface and the central chain.
  • the bearing surface is made of steel.
  • the magnets also hold the whole Support device in the form provided for the yarn deposit, in particular the curvature desired according to the invention, firmly on the support surface.
  • the links of the central chain can advantageously be detached from one another and reassembled. In this way, a support device of any length can be created. It is provided that each support element is carried by a link of the central chain, in particular at a junction point of the central chain. This fixation at the nodal point enables a rotation at a certain angle around the axis of the nodal point of the respective link.
  • Each support element comprises a base body and at least one fixing pin, preferably two fixing pins arranged opposite one another.
  • the base body has a recess on its side facing the central chain, into which the central chain engages and which enables rotation at a certain angle around the axis of the node of the respective link of the chain.
  • the recess also makes it possible for both the central chain and each support element to lie flat on the support surface and to give the support device the best possible hold.
  • at least two adjacent support elements are mechanically coupled for coordinated movement. This coupling can be achieved, for example, in such a way that each support element has a gear segment and, as a result, the support elements are in engagement with one another by means of the gear segments.
  • Such a coordinating mechanical coupling prevents unforeseen and unstable movement behavior of the support elements relative to the central chain.
  • the supporting device comprises fixing pins around which the yarn is placed when it is deposited and thereby deflected.
  • the fixing pins can preferably be arranged on the two ends of the support element facing away from the central cylindrical recess.
  • the fixing pins have grooves and / or a soft pin coating to secure the yarn in position.
  • the design of the fixing pins is of particular importance, as these ultimately determine the position of the yarn in the transverse force reinforcement to be produced.
  • the yarn is after its filing directly connected to the fixing pins and remains there at least until the matrix material has hardened.
  • the fixing pins therefore require such a design that, on the one hand, allows enough flexibility in production, but on the other hand also enables the yarn to be securely fixed during the first process stage, in which the yarn is placed on the support device.
  • Fixing pin on a pin base body, a head and corresponding grooves In particular, the area of the fixing pins that comes into contact with the yarn is of particular importance.
  • the grooves can be beveled in the direction in which the yarn, which has cured after being deposited, is then pulled off the support device as a finished transverse force reinforcement, in order to facilitate removal from the mold
  • the fixing pins are advantageously designed to be exchangeable in order to adapt them to corresponding requirements, for example to adapt the arrangement of the groove or several grooves in the fixing pin to the intended position of the yarn in the subsequent storage.
  • a selection of fixing pins of different or a certain length can also influence the height of the shear reinforcement to be produced.
  • the fixing pins have a specially shaped pin head which enables mechanical gripping from a magazine and insertion in the support element or vice versa.
  • the fixing pins are preferably made of steel.
  • the basic pen body can for example be continuously cylindrical and with a special surface, in particular a soft pen coating, all around, but at least on the side on which the thread rests on the inserted pen.
  • This soft pin coating enables local deformation after the yarn is laid under tension. This deformation forms a temporary local depression, which ensures the position of the yarn after it has been laid.
  • This enables flexible storage, especially with regard to the height of the yarn, without having to use specific fixing pins with a fixed, predetermined arrangement of the grooves.
  • the filing of the yarn at different heights on the fixing pins enables a further dimension in the formation of the transverse force reinforcement with the height perpendicular to the plane.
  • fixing pins Another alternative in the design of the fixing pins are telescopic fixing pins, so that their lengths can be varied without having to insert new fixing pins each time. As a result, standardized fixing pins can be used and there is no need to change them depending on the transverse force reinforcement to be produced.
  • the fixing pins are provided with a thread, for example at one end, so that they can be screwed into the support element.
  • Other types of closure are contemplated, such as a rotary snap lock.
  • the form actuators for. B. hydraulically, pneumatically or electrically driven, are designed for preferably bilateral lateral force action on the support elements with the direction of action in the plane of curvature. The action takes place until the intended curvature of the support device is achieved by a corresponding deflection of the support elements.
  • the compensation strips distribute the force of the form actuators evenly on the support elements. As a result, a uniform deformation of the support device, the desired curvature, is formed.
  • the compensation strips are preferably made of a correspondingly flexible, elastic material such as rubber, silicone or the like.
  • the transverse force reinforcement has, for example, a C, double T, Z, I or L-shaped cross section .
  • the profile can change over the length of the shear reinforcement, e.g. B. from a C to a double T profile.
  • the shear reinforcement can also be used as bending, tensile or compression reinforcement in columns, girders, slabs and cross frames.
  • the shear force reinforcement is formed by the yarn arranged in the form of a scissor lattice, the shear lattice arrangement of the yarn forming the walls of the shear force reinforcement.
  • transverse force reinforcement according to claim 14 also contributes to achieving the object according to the invention.
  • the shear reinforcement is used to reinforce two shells of a concreted sandwich structure and at the same time to connect them at a distance from one another.
  • the present invention makes it possible to produce concrete elements that require appropriately shaped reinforcement.
  • the object of the invention is therefore also achieved by a concrete component comprising two-shell concrete structure modules, the shells of which are reinforced and connected by means of transverse force reinforcement according to claim 14, the concrete structure modules having yarn loops and being connected to the concrete component by means of the yarn loops by edge connectors.
  • the concrete elements can be single or modular elements, for example having a convex or concave shape.
  • the direct shaping of the reinforcement fibers on the basis of the present invention helps to avoid waste when cutting reinforcement material and thus contributes to material savings, since all fibers used are used as reinforcement.
  • the concrete elements according to the invention include both prefabricated parts, in particular prefabricated concrete structure modules, and concrete components that are designed as in-situ concrete.
  • the present invention makes it possible to achieve high tensile and compressive stability of the transverse force reinforcement or of the later concrete component.
  • a complex layout can be done within a very small space reserved for shear reinforcement. Every special concrete component, in particular a sandwich element, can be tailored to requirements and in almost any shape
  • the textile transverse force reinforcement as it can be produced by the present invention, is particularly suitable for use in the sandwich element.
  • the two concrete modules, the inner and outer shell, can be connected to one another.
  • the method according to the invention enables high flexibility in production and, despite high productivity, a good possibility for individual adaptation.
  • the yarn can be deposited with the highest precision and efficiency and, at the same time, the production of complex shapes is made possible.
  • a high stability can be achieved be secured against tension and pressure.
  • a complex layout can be carried out within small available spaces.
  • the invention also relates to a thread storage file according to claim 17.
  • the thread storage file comprises a procedure or an algorithm for controlling an automated or computer-controlled thread storage device according to claim 5.
  • 1 a schematic perspective illustration of an embodiment of a support device according to the invention with the transverse force reinforcement according to the invention
  • 2 a schematic perspective exploded view of an embodiment of a support device according to the invention with the one according to the invention
  • FIG. 3 schematically, an embodiment of the process sequence according to the invention
  • 4 a schematic perspective illustration of a central chain with an attached support element of an embodiment of a support device according to the invention
  • 5 a schematic perspective exploded view of a central chain with an embodiment of a supporting element placed thereon;
  • FIG. 9 a schematic sectional illustration of a support element with magnets
  • 10 a schematic perspective illustration of three different embodiments of the transverse force reinforcement according to the invention
  • FIG. 11 a schematic perspective illustration of an embodiment of a concrete component.
  • Fig. 1 shows schematically a perspective representation of an embodiment of a support device 1 according to the invention with a textile according to the invention Shear reinforcement 5, the supporting device 1 being curved in the plane. The curvature is made possible by a central chain 3, which comprises individual links 15.
  • Each link 15 of the central chain 3 can be connected to a support element 2 in the area of a node 19.
  • the support element 2 can be provided with fixing pins 7 over which a yarn 17 can be placed.
  • the transverse force reinforcement 5, which can be produced with the support device 1 according to the invention, is obtained by appropriate placement of the yarn 17 around the fixing pins 7.
  • the desired curvature can be achieved without manual intervention by means of shape actuators 6.
  • Fig. 2 shows schematically a perspective exploded view of a
  • Embodiment of a support device 1 according to the invention with the transverse force reinforcement 5 to be produced is caused by the central chain 3, which connects the individual links 15 with the two
  • the compensating strips 4 transmit the force effect of the shape actuators 6 and enable a uniform curvature over the entire length of the support device 1, although the shape actuators 6 per se only act locally on the support device 1.
  • Fig. 3 shows schematically an embodiment of the invention
  • the support device 1 is placed on a support surface 18 on which the central chain 3 and the individual support elements 2 of the support device 1 provided with fixing pins 7 can slide as well as possible, at least during the alignment or curvature.
  • the curvature has already been established.
  • the filing of the yarn 17 over the fixing pins 7 until the complete transverse force reinforcement 5 has been formed is carried out in accordance with letter c).
  • the yarn 17 has preferably been impregnated with a hardenable material before being deposited. After its hardening, the now completed transverse force reinforcement 5 can be removed from the fixing pins 7 of the support device 1 and is thus ready for use.
  • the completed, Shear reinforcement 5 released from the support device 1 is shown under letter d).
  • Fig. 4 shows schematically a perspective view of the central chain 3 with the attached support element 2 of an embodiment of an inventive
  • the central chain 3 comprises the individual links 15, which are each provided with one of the nodes 19 so that the links 15 can pivot about a node axis 20 by a certain angle. This enables the curvature of the central chain 3 and thus the intended position of the support elements 2 arranged on the central chain 3.
  • Support element base body 13 is placed centrally on the central chain 3 in the area of the node 19.
  • the support element 2 has on each of its two arms pointing away from the central chain 3 a pin receptacle 12 into which a
  • Fixing pin 7 with its pin seat 8 can be used.
  • a recess 14 on the underside of the support element 2 facing the central chain 3 also enables its mobility relative to the central chain 3
  • the recess 14 only ensures the mobility of the members 15 when they are in the area of a support element 2.
  • the recess 14 thus defines the angle by which the links 15 can be brought or pivoted around the node axis 19 to one another.
  • the joint 27 is formed by the joint head 25 and the recess 26 in the support element 2.
  • FIG. 5 shows schematically in a perspective exploded view a central chain 3 with an attached support element 2, shown in a sectional view, of an embodiment of a support device 1 according to the invention.
  • Each link 15 has an elevation, a joint head 25, onto which an annular element, a joint ring 28, of the next following link 15 can be placed.
  • the main part of the joint 27 forming the node 19 is formed by the interaction of the joint head 25 and the joint ring 28.
  • the joint 27 is accordingly formed by the joint head 25, the joint ring 28 and also the recess 26 in the support element 2.
  • the recess 14 on the underside of the support element base body 13 enables a pivoting movement of the support element 2 in the plane.
  • FIG. 6 shows schematically in a perspective representation a support element 2 with dismantled fixing pins 7 or in the position before assembly as part of an embodiment of a support device 1 according to the invention is recorded during assembly.
  • the thread is placed in the groove 10 when the thread is laid and, provided that there is sufficient thread tension, it is secured against slipping.
  • the upper end of the fixing pin 7 facing away from the support element 2 is formed by a head 11.
  • the recess 26 and the recess 14 enable the support element 2 to be pivoted.
  • FIG. 7 shows schematic and partially sectioned side views of different embodiments of fixing pins 7 as they are used in the support device 1 according to the invention.
  • a fixing pin 7 is shown under letter a), as is already known from the previous figures.
  • a special feature, however, is the screw head 24 which, in cooperation with the threaded pin seat 8, enables the fixing pin 7 to be screwed into the support element 2 or the support element base body 13. The screwing in can take place manually or automatically, with the advantageous removal of the fixing pins 7 from a magazine in the latter case.
  • a further embodiment of the fixing pin 7 can be seen under letter e), again including the deposited yarn 17.
  • the pen base body 9 is designed telescopically and can be lengthened and shortened according to the specific requirements.
  • the groove 10 is arranged in the upper, movable part of the fixing pin 7. By pulling out or pushing in the telescopically movable part of the basic pin body 9, the vertical position of the groove 10 can be set up and adjusted accordingly.
  • Fig. 8 shows a schematic representation of mechanically coupled support elements 2 of an embodiment of the support device 1 according to the invention with a partially curved central chain 3 adjacent support elements 2 are mechanically coupled to one another.
  • the mechanical coupling is implemented via gearwheel segments 23, the teeth of the gearwheel segments 23 of the adjacent support elements 2 being in engagement with one another.
  • 9 shows a schematic sectional illustration of a support element 2 with a magnet 21.
  • the magnet 21 makes it possible to fix the central chain 3 and also the support element 2 on the support surface 18.
  • the support surface 18 must consist of a magnetic material, for example steel.
  • the support element 2 is equipped with a magnetic element, in the illustrated embodiment the magnet 21.
  • the magnet 21 not only ensures a secure connection between the individual parts joined together in the area of the node 19, but also enables the elements thus connected to one another to move appropriately.
  • a clinging effect arises at least between three parts, the two links 15 of the central chain 3, which lie one above the other at the junction 19 as a joint 27 (shown here in a simplified manner without a joint ring) and the support element base body 13.
  • a joint 27 shown here in a simplified manner without a joint ring
  • one of the links 15 between the following link 15 and the support element base body 13 clamped by the magnetic force. This effect is achieved even if no support surface 18 made of a magnetic material is used.
  • transverse force reinforcement 5 shows a schematic perspective illustration of three different embodiments of the transverse force reinforcement 5 according to the invention formed by means of yarn 17 with different cross-sections, with which the two shells of a concreted sandwich structure can be reinforced and connected at the same time.
  • the transverse force reinforcement 5 has a U-shaped profile
  • the illustration under letter b) has the cross-section of a double T-beam (wide flange beam).
  • a different cross-sectional shape is shown in letter c) and underlines the large variety of cross-sectional shapes that can be produced. All three exemplary embodiments have in common that the transverse force reinforcement 5 is designed to be curved in the longitudinal direction.
  • FIG. 11 shows a schematic perspective illustration of an embodiment of a concrete component 70.
  • this is shown as a sandwich element comprising two shells.
  • Concrete structure modules 72 of the two shells are each connected with a separate edge connection 40.
  • the area shown without concrete cover illustrates the interlocking of Yarn loops 30, which each belong to a reinforcement mat 50 of both concrete structure modules 72.
  • transverse force reinforcement 5 which both engages in the two shells of the sandwich element and represents the connection and spacing structure between the two shells.
  • a tubular reinforcement 48 is provided, which enables the introduction of high forces in the intended direction, the longitudinal extension of the tubular reinforcement 48, and dissipates them.
  • the tubular reinforcement 48 is also suitable for dissipating forces across several concrete structure modules 72.
  • a reinforcement cable 49 is preferably inserted into the interior of the lattice-shaped reinforcement 48 and connects the concrete structure modules 72. In this way, additional protection can be achieved, especially in the event of a building being overloaded.
  • the tubular reinforcement 48 can also be guided over a plurality of concrete structure modules 72 if the concreting takes place only after the concrete structure modules 72 have been connected.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Moulding By Coating Moulds (AREA)
  • Woven Fabrics (AREA)

Abstract

L'invention concerne un procédé et un dispositif de support (1) pour produire une armure d'effort tranchant textile constituée à partir d'au moins un fil (17) comportant des fibres conçues pour le transfert de charges. Selon l'invention, cette armature d'effort tranchant (5) ou ce dispositif de support (1) peuvent être produits de manière à être curvilignes ou peuvent être courbés dans au moins un plan perpendiculaire à la section transversale de l'armature d'effort tranchant (5), un dépôt de fil (17) se produisant pour former l'armature d'effort tranchant (5) sur le dispositif de support (1). Le dispositif de support (1) est constitué d'éléments de support (2) reliés les uns aux autres de manière articulée avec un degré de liberté. Cette invention concerne en outre une armure d'effort tranchant et son utilisation pour renforcer deux voiles d'une structure bétonnée en sandwich et les relier en même temps l'un à l'autre. Cette invention concerne en outre un composant en béton et un fichier de dépôt de fil.
EP20793260.9A 2019-10-02 2020-10-02 Procédé pour produire une armature d'effort tranchant textile, dispositif de support, armature d'effort tranchant, composant en béton et fichier de dépôt de fil Pending EP4022144A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102019126608.4A DE102019126608B4 (de) 2019-10-02 2019-10-02 Stützvorrichtung und Verfahren zur Herstellung einer textilen Querkraftbewehrung und Betonbauteil
PCT/DE2020/100848 WO2021063451A1 (fr) 2019-10-02 2020-10-02 Procédé pour produire une armature d'effort tranchant textile, dispositif de support, armature d'effort tranchant, composant en béton et fichier de dépôt de fil

Publications (1)

Publication Number Publication Date
EP4022144A1 true EP4022144A1 (fr) 2022-07-06

Family

ID=72943845

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20793260.9A Pending EP4022144A1 (fr) 2019-10-02 2020-10-02 Procédé pour produire une armature d'effort tranchant textile, dispositif de support, armature d'effort tranchant, composant en béton et fichier de dépôt de fil

Country Status (5)

Country Link
US (1) US20240052652A1 (fr)
EP (1) EP4022144A1 (fr)
CA (1) CA3156628A1 (fr)
DE (1) DE102019126608B4 (fr)
WO (1) WO2021063451A1 (fr)

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2395340A1 (fr) * 1977-06-20 1979-01-19 Aerospatiale Procede et machine de tissage tridimensionnel pour la realisation d'armatures tissees de revolutions creuses
DE3333543C3 (de) * 1983-09-16 1995-02-09 Ernst Klein Selbsttragender Energieleitungsträger
FR2610952B1 (fr) * 1987-02-17 1989-05-05 Aerospatiale Procede et machine pour tricoter des armatures composites
US5016841A (en) * 1990-07-23 1991-05-21 Gleason Reel Corp. Rolling conductor support
US5255773A (en) * 1993-01-21 1993-10-26 Roe Incorporated Accumulator for conveyor system
US5642612A (en) * 1995-12-19 1997-07-01 Hughes; Ceiriog Replaceable tip cable handler
DE202005019077U1 (de) * 2005-12-06 2007-04-19 nolasoft Ingenieurgemeinschaft Ozbolt Mayer GbR (vertretungsberechtigter Gesellschafter: Dr.-Ing. Utz Mayer, 70178 Stuttgart) Bewehrungselement für Tragwerke aus Stahlbeton, Spannbeton od.dgl.
US7240477B1 (en) * 2006-03-20 2007-07-10 Dade Behring Inc. Flexible router for liquid tubes and electrical ribbon cables
DE102007038932A1 (de) * 2007-08-13 2009-02-26 Technische Universität Dresden Textil-Matrix-Verbund
DE102012101498A1 (de) * 2012-01-03 2013-07-04 Groz-Beckert Kg Bauelement und Verfahren zur Herstellung eines Bauelements
DE102013011083A1 (de) * 2013-07-02 2015-01-08 Groz-Beckert Kg Verfahren zum Herstellen eines Betonbauteils, vorgefertigtes Bauelement eines Betonbauteils sowie Betonbauteil
DE102014200792B4 (de) * 2014-01-17 2018-04-26 Materialforschungs- und -prüfanstalt an der Bauhaus-Universität Weimar Bautextil, Verfahren zu dessen Herstellung und Verwendung
DE102016100455B4 (de) * 2015-01-13 2020-11-19 Technische Universität Dresden Textile Bewehrung und deren Herstellung
JP6501120B2 (ja) * 2015-10-23 2019-04-17 住友電装株式会社 電線ガイド
DE102016124226A1 (de) * 2015-12-16 2017-06-22 Technische Universität Dresden Gitterträger für Betontragwerke
IT201700037480A1 (it) * 2017-04-05 2018-10-05 Atp S R L Metodo di produzione di conci cementizi per gallerie rinforzati in materiale composito e prodotto così ottenuto.

Also Published As

Publication number Publication date
US20240052652A1 (en) 2024-02-15
CA3156628A1 (fr) 2021-04-08
DE102019126608A1 (de) 2021-04-08
WO2021063451A1 (fr) 2021-04-08
DE102019126608B4 (de) 2022-12-22

Similar Documents

Publication Publication Date Title
AT520371B1 (de) Vorrichtung zur Verwendung beim Handhaben einer Last und Verfahren zum Herstellen einer derartigen Vorrichtung
EP3781372B1 (fr) Procédé de fabrication d'une pièce à partir d'un matériau durcissable
DE102017126345A1 (de) Bewehrung von 3D-gedruckten Betonkörpern
EP3334576B1 (fr) Élément de barre
DE19711211A1 (de) Fertigbauelement
WO2005080704A1 (fr) Procede et agent auxiliaire pour produire des elements en beton, en particulier des produits semi-finis en beton et/ou des revetements en beton, et agent auxiliaire pour produire des revetements en beton
DE102007015517A1 (de) Verfahren zur Herstellung eines Strukturbauteils
DE2757965A1 (de) Schubuebertragungselement und verfahren zu dessen herstellung
EP3266579B1 (fr) Moule de fabrication d'une pale de rotor
WO2013174648A1 (fr) Elément de construction en béton armé en textile
WO2019092178A1 (fr) Armature de corps en béton imprimés en 3d
EP3418465A1 (fr) Procédé de fabrication d'un élément constitutif en béton armé en textile et dispositif de serrage associé
AT513284B1 (de) Vorrichtung zum Herstellen eines großflächigen, insbesondere wenigstens eine Betonschicht umfassenden, Fertigwandteils
WO2018058166A1 (fr) Dispositif de liaison servant à relier des éléments préfabriqués à paroi mince et éléments préfabriqués équipés de ce dispositif
WO2021063452A2 (fr) Système et procédé pour relier des modules structuraux à renforcement textile, dispositif et procédé pour produire un renforcement textile ou un module structural à renforcement textile, composant en béton, fichier de description d'imprimante et fichier de dépôt de fil
EP3543430A1 (fr) Appareil de positionnement et procédé de fabrication d'un élément de construction renforcé
EP3318689A1 (fr) Élément de treillis d'armature, ouvrage comprenant un tel élément de treillis d'armature et procédé de fabrication d'un élément de treillis d'armature
DE102019126608B4 (de) Stützvorrichtung und Verfahren zur Herstellung einer textilen Querkraftbewehrung und Betonbauteil
DE102010052737B3 (de) Modulare Fertigungsvorrichtung für integrale Faser-Halbzeuge und Verfahren zur Herstellung von Endlosfaser-Verbundbauteilen aus integralen Faserverbund-Halbzeugen mit einer Hohlkörperstruktur
EP3194135B1 (fr) Procédé pour la fabrication d'une pièce tridimensionnelle en un matériau composite fibreux
AT507130B1 (de) Verfahren zur maschinellen herstellung einer bewehrungsmatte
EP3460114B1 (fr) Noeud de raccordement destinés à la construction de bâtiments et procédé de fabrication d'un noeud de raccordement destinés à la construction de bâtiments
DE102009003813A1 (de) Bewehrungselement, Vorrichtung und Verfahren zur Herstellung eines Bewehrungselements
DE102015104830A1 (de) Abstandhalter für Textilbewehrung
DE10259961A1 (de) Vorgefertigtes Bauelement, insbesondere Decken- oder Wandbauelement aus einem ausgehärteten Material sowie Verfahren zur Herstellung eines solchen Bauelements

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20220331

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

RIN1 Information on inventor provided before grant (corrected)

Inventor name: CHOKRI, CHERIF

Inventor name: CURBACH, MANFRED

Inventor name: RITTNER, STEFFEN

Inventor name: GARIBALDI, MARIA PATRICIA

Inventor name: VAKALIUK, IURII

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20240313