EP3245346A1 - Module de production d'éléments en béton, organe de déplacement, utilisation d'une grille pour fabriquer un module et élément en béton - Google Patents

Module de production d'éléments en béton, organe de déplacement, utilisation d'une grille pour fabriquer un module et élément en béton

Info

Publication number
EP3245346A1
EP3245346A1 EP16700593.3A EP16700593A EP3245346A1 EP 3245346 A1 EP3245346 A1 EP 3245346A1 EP 16700593 A EP16700593 A EP 16700593A EP 3245346 A1 EP3245346 A1 EP 3245346A1
Authority
EP
European Patent Office
Prior art keywords
module
displacement body
longitudinal
grid
displacement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP16700593.3A
Other languages
German (de)
English (en)
Other versions
EP3245346B1 (fr
Inventor
Georg Miedzik
Hugo Meier
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.)
Heinze Gruppe Verwaltungs GmbH
Original Assignee
Heinze Gruppe Verwaltungs GmbH
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 Heinze Gruppe Verwaltungs GmbH filed Critical Heinze Gruppe Verwaltungs GmbH
Priority to RS20191515A priority Critical patent/RS59610B1/sr
Priority to MEP-2019-335A priority patent/ME03554B/fr
Priority to SI201630523T priority patent/SI3245346T1/sl
Priority to PL16700593T priority patent/PL3245346T3/pl
Publication of EP3245346A1 publication Critical patent/EP3245346A1/fr
Application granted granted Critical
Publication of EP3245346B1 publication Critical patent/EP3245346B1/fr
Priority to HRP20192116TT priority patent/HRP20192116T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622—Open cages, e.g. connecting stirrup baskets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
    • E04B5/328—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/04—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, panels, sheets or the like
    • E04B9/0457—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, panels, sheets or the like having closed internal cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
    • 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

Definitions

  • the invention relates to a module for the production of concrete parts, both in situ concrete method (in situ) and in the precast plant, the at least one row of a plurality of side by side in a longitudinal direction arranged displacers, which are arranged captive in a three-dimensional grid of rods, a displacement body, a use of a grid for the production of a module and a concrete part.
  • displacement body modules which are cast in concrete layers or concrete parts in order to make them lighter and at the same time cheaper, are basically known from the prior art.
  • the displacement bodies are typically used in lattice baskets, which at the same time make the concrete element to be manufactured more load-bearing.
  • the bars of the grid baskets usually made of steel, in particular of reinforcing steel.
  • Such a module is known for example from EP 2075387 AI, which has an elongated, trough-like and in cross-section U-shaped or trapezoidal mesh basket, which consists of four longitudinally extending longitudinal bars and perpendicular thereto, substantially U-shaped or trapezoidal crossbars.
  • the longitudinal bars and cross bars are connected to each other and together form the grid body receiving the displacement bodies.
  • the cross bars are arranged on the longitudinal bars, that in each case two adjacent cross bars together with the
  • the receiving space is designed such that it surrounds or fixes the displacement body in such a way that the displacement body can be substantially prevented from slipping or slipping within the receiving space.
  • the mesh basket can basically extend over almost any size.
  • the displacement bodies can each be introduced into the respective receiving spaces by temporary widening of the two leg sides of the U-shaped or trapezoidal elastic grid basket via its open base side pointing downwards in the later installed state.
  • To produce a concrete part, such as a concrete floor one or more of these modules are next to each other on Arm michsnovan, positioned approximately on a Arm michsmatte, which in turn are arranged over a shuttering. On the modules typically further reinforcing beams are arranged and the entire construct then poured with concrete.
  • the pouring can also be carried out step by step or in layers during the construction of the overall structure of reinforcing beams and modules.
  • the assembly of the known from EP 2075387 AI modules is typically carried out on the site, in particular, the grid body are usually already supplied as precast to the site.
  • the prefabricated, trough-like grid baskets can in principle be stacked in one another. Due to their voluminous shape, however, the mesh baskets require a lot of transport capacity despite the stackability.
  • the previous one does Step of the in-mold bending of the U- or trapezoidal crossbars and the subsequent joining, in particular welding, the cross bar with the longitudinal bars the production of such baskets very expensive.
  • US 2012/0200004 AI discloses a court-reduced ceiling construction in which displacement bodies are positioned between a lower and an upper horizontally oriented grid of reinforcing steel. The two grids are then connected by hooks before concrete is poured. Each displacement body has at the top and the bottom of a ring of protruding ring segments, which are inserted into an opening of a lattice with play.
  • the delivery and positioning of the horizontal grid is complex and can be carried out in larger areas only by several people.
  • US 2013/0212974 AI discloses a concrete casting method for the production of concrete parts using inclusion bodies made of plastic. These inclusion bodies can also be positioned between two horizontal steel grids, wherein optional hollow bodies are also positioned between the steel grids.
  • the steel mesh has a high weight and can therefore be processed only poorly.
  • the steel mesh are provided only in predetermined sizes, so that the alignment and assembly is relatively expensive.
  • the object of the invention is therefore to provide an improved module for the production of concrete parts, in which the lattice for a simple and inexpensive to produce and on the other hand under the stress of the lowest possible transport capacity and beyond transportable with little logistical effort.
  • the essence of the invention is to replace the voluminous and costly to be produced grid baskets by a latticework, which consists only of at least two individual, preferably flat gratings, which correspond to the two leg sides of the known from the prior art grid baskets and in a simple manner the entirety of the displacement bodies arranged side by side in at least one row can be connected in such a way that all displacement bodies are captively held together in a captive manner by the two laterally flanking lattices in a substantially clasping manner.
  • the lattice work is formed from at least two individual, longitudinally extending grids, the grid surfaces are aligned transversely or inclined to the horizontal and the respective at least one first and one second longitudinal bar, which are parallel spaced from each other in the longitudinal direction , and a plurality of spaced apart and transversely or inclined to the horizontal aligned transverse rods, which are respectively connected to the longitudinal bars, especially welded, are.
  • At least one of the displacement bodies in each row has on its outside for each grid at least one first and at least one second holding device, which are designed and connected to one another for connecting the grids to displacement bodies are arranged, that in each case both grids are fixed by receiving the first longitudinal bar in the first holding means and receiving the second longitudinal bar in the second holding means at least positively and captively between the first and second holding means and thereby hold together all the displacement body.
  • the grid is fixed to the at least one first and second longitudinal bar on at least one displacement body, while the other displacement body in the series only by the two lattice of the at least one first and second longitudinal bar and the plurality of transverse bars substantially clip-like are held together, but not necessarily connected to these rods via a holding device.
  • a plurality of displacement body in particular every second displacement body, preferably all displacement body in the row for at least one of the grid, preferably for both grids, in each case at least one first and one second holding device for receiving the have corresponding first and second longitudinal bar.
  • the latticework is now formed from only two individual lattices, on the one hand, the claimed transport capacity and the logistical effort to deliver the latticework or its components from the supplier or producer significantly reduced to the site, which increases the overall modularity .
  • individual grids in particular if they are substantially flat, can be stacked significantly less space and therefore much more efficient transport.
  • the individual grids, in particular if they are formed substantially flat can be produced with significantly lower labor and cost.
  • the at least two individual gratings are therefore preferably substantially flat and have straight longitudinal bars and straight transverse bars.
  • a further disadvantage of the pre-fabricated mesh baskets known from the prior art is that they do not permit a multi-layered arrangement of modules, each consisting of a single row enclosed in a cage displacement body. Decisive for this is that a construction of several stacked, filled with displacement bodies grid baskets does not have in the vertical direction continuous cross bars, which adversely affects the statics of the reinforcement and therefore usually does not meet the required civil engineering requirements.
  • the core idea according to the invention namely to replace the grid baskets by a gridwork, which consists only of at least two individual, preferably flat, gratings, in contrast, permits the two in a simple manner To extend grids in the vertical direction over a plurality of stacked rows of juxtaposed displacement bodies.
  • the core idea according to the invention can also be used for the realization of a multi-row module which comprises a plurality of superimposed rows of several juxtaposed in a horizontal longitudinal displacement bodies and can be used in particular for the production of thicker concrete parts.
  • an inventive solution for multi-row modules according to claim 3 is that the latticework is also formed of at least two individual, longitudinally extending grids, the grid surfaces are aligned transversely or inclined to the horizontal, each of the grid again at least a first and a second Longitudinal bar, which are parallel to each other in the longitudinal direction, and a plurality of spaced apart and transversely or inclined to the horizontal oriented transverse rods, which are respectively connected to the longitudinal bars, in particular welded, are.
  • the combination of the totality of all displacement body with the two gratings it is provided that at least one of the displacement body in the bottom row on its outsides for each grid at least one first holding means and at least one of the displacement body in the top row has on its outer side in each case at least one second holding device.
  • the first and second holding devices are designed and arranged in such a way that in each case both grids in each case by receiving the first longitudinal bar in the first holding device and Receiving the second longitudinal bar in the second holding device are fixed at least positively and captively between the first and second holding means and thereby hold all the displacement body together.
  • the two grids are simple and inexpensive to produce and also transportable under the stress of low transport capacities or with little logistical effort.
  • the at least two individual grids are in turn substantially flat and have straight longitudinal bars and straight transverse bars.
  • the connection of the grid to the entirety of the displacement body for multi-row modules according to claim 3 differs from the inventive solution according to claim 1, characterized in that in the latter at least one displacement body for each grid each having both a first holding means and a second holding means to each grid at least form-locking and captive to a single displacement body set, while all other displacement body are kept substantially by the two lattices.
  • the module according to claim 3 it can be provided in the sense of increased cohesion of the composite that several, in particular every second, preferably all displacement body in the bottom row at least one first holding device for the first longitudinal bar at least one of the grid, preferably all Grid, exhibit.
  • a plurality, in particular every second, preferably all displacement bodies in the uppermost row each have at least one second holding device for the second longitudinal bar of at least one of the lattices, preferably all lattices.
  • at least one displacement body may be provided with a first or second holding device for at least one of the grids.
  • the grid preferably has a further first or second longitudinal bar.
  • the grid in at least one of the rows and such displacement body are used, which - as in the module according to claim 1 - both a first and a second holding device for at least one of the grid or both grids .
  • the corresponding lattice for this row may preferably comprise a first and second or optionally an additional first or second longitudinal bar exhibit.
  • each of the displacement body at least a first and a second holding device for each of both grids.
  • Such a displacement body is advantageously usable universally both for single-row and for multi-row modules.
  • first and second longitudinal bar refers to the determination of the corresponding longitudinal bar to be received in a first or second holding device.
  • first and second holding device basically refers to the fact that at least two complementary or cooperating holding devices are provided for fixing a grid, between which the grid is fixed at least positively and captively.
  • the cooperating first and second holding means are arranged on a single displacement body, whereas in a multi-row module, the cooperating first and second holding means each at different
  • Displacement bodies in different rows preferably the lowest and highest row, can be arranged. Regardless of the number of rows, ie both single-row and double-row modules, but basically each first holding device can also cooperate in addition with one or more other second holding devices arranged either on the same displacement body or on another displacement body of the same or another series are. The same applies vice versa for the second holding devices.
  • at least one displacement body in each case a plurality of aligned longitudinally juxtaposed first holding devices and / or each more, in Longitudinally aligned juxtaposed second holding means, in which the respective first and second longitudinal bar is accommodated simultaneously.
  • the respective rod is fixed to at least two holding devices in the sense of a multipoint fixing to a single displacement body.
  • the one or more Displacement body each having a plurality of first and / or a plurality of second holding means, which are arranged offset from each other transversely to the longitudinal direction.
  • the arrangement offset transversely to the longitudinal direction between the plurality of first or between the plurality of second holding devices can in particular be aligned exclusively perpendicular to the longitudinal direction or additionally also have a component in the longitudinal direction.
  • the plurality of mutually offset transversely to the longitudinal direction of the first and second holding means may differ in particular in the nature of their training or be formed similar.
  • At least one of the first and / or second holding devices is designed as a latching device, preferably as a latching hook, latching recess, latching groove, latching notch or latching clamp.
  • the respectively cooperating first and second holding devices may be designed and arranged to be complementary to one another in such a way that the grid fixed between them is connected captively to the entirety of the displacement bodies only due to the interaction of the first and second holding devices. This can be achieved, for example, by clamping the grid between the at least one first and second holding device by inserting the respective first and second longitudinal bar, for example under temporary elastic deformation of the first and second holding devices designed, for example, as latching grooves or latching notches is.
  • the individual displacement bodies are supported against each other in such a way that, as a composite, they can absorb the counterforce caused by the gripping of the grid so that the assembled module of displacement bodies and grids is held together in a stable overall manner.
  • support elements in particular support rings, which act as centering rings, can also be arranged in order to reinforce the bond between adjacent rows, in particular between each two superimposed displacement bodies of adjacent rows.
  • a single longitudinal bar accommodated in the respective holding device or a grid accommodated only in the first or second holding device alone need not necessarily be fixed in a captive manner.
  • the at least one first and / or second holding device but also be such, in particular as locking devices, be formed such that a single rod is fixed captive already by the inclusion in the respective holding device.
  • the corresponding holding device may be formed approximately as a detent clip or clip-like latching device.
  • Holding means have a longitudinally extending groove or notch-like depression into which a corresponding longitudinal bar can optionally be introduced under temporary elastic deformation.
  • the groove or notch-like depression on a curved, in particular circular segment-shaped cross-sectional profile line which is preferably adapted to the radius of the longitudinal bars.
  • the assembly of the module can be substantially simplified.
  • the at least one or more first holding devices can be designed as longitudinal grooves or notches with a circular segment-shaped profile, into which the first longitudinal bar is first inserted, in the simplest case inserted.
  • the first holding device (s) can simultaneously serve as a pivot bearing for the grid, so that the grid with its second longitudinal bar subsequently by a simple pivoting movement about the longitudinal axis of the in the first holding device (s ) received first longitudinal bar in the second (n) holding device (s) can be introduced.
  • the holding means in particular the groove or notch-like depression, may be formed in a web extension on the outer surface of the displacement body, which preferably extends transversely to the longitudinal direction.
  • a web extension can, on the one hand, act as a reinforcing rib for a hollow body, in particular a closed or partially open hollow body, or a displacement body.
  • the web extensions can be used to comply with the technically required cover values (layer thickness of the concrete between reinforcing members and displacers arranged thereon or below), in that the web extension serves to increase the distance between the displacer and the longitudinal rod to which the reinforcing members typically rest directly.
  • the one or more first holding means on the underside and / or the one or more second holding means may be arranged on the upper side of the displacement body.
  • the displacement body are substantially as wafer
  • Rotary ellipsoids formed with flattened upper and lower sides which can be produced in particular flat concrete parts.
  • the at least one second holding device for the one grid and the at least one second holding device for the other grid are arranged relative to one another such that the distance between the respectively received therein second longitudinal bars is at most 75 mm, in particular at most 60 mm, preferably at most 50 mm.
  • the module can be walked on when producing a concrete part on the two upper, second longitudinal bars of the two grids without the risk of a person having his foot between the longitudinal bars through directly on the
  • Displacement body passes.
  • displacement bodies designed as fragile hollow bodies are included in the latticework so as to be safe when the weight of a person standing on the module is primarily diverted downwards via the latticework.
  • the at least one first holding device for the one grid and the at least one first holding device for the other grid, in multi-row modules in particular in the bottom row are arranged to each other such that the distance between the respective first longitudinal bars received therein is at least 75 mm, at least 150 mm, preferably 185 mm.
  • At least one of the first and / or second holding devices are formed integrally with the corresponding displacement body.
  • the costly turning and Avoid positioning the displacement body in the correct installation direction at least one of the displacement body, preferably all displacement body, with respect to a vertical plane parallel to the longitudinal direction and / or with respect to a horizontal plane mirror-symmetrical.
  • at least one of the displacement body preferably all displacement body, with respect to a vertical plane parallel to the longitudinal direction and / or with respect to a horizontal plane mirror-symmetrical.
  • Displacer formed as a hollow body.
  • the hollow body can be formed either as a closed hollow body or as a partially open hollow body with the module facing downwardly opening.
  • Spheres, ellipsoids, hemispherical shells or domed shells are particularly conceivable.
  • at least one, preferably all displacement bodies consist of two half-body elements, in particular two shells.
  • the half-piece or half-shell design ensures that the half-shells are stackable into one another or one another in a space-saving manner, so that only a smaller transport volume is obtained, whereby transport capacities can be better utilized and significant costs can be saved.
  • the half-body elements or Haibschalenetti may be identical, so that no other kind, complementary element is required for producing a displacement body of this element, but again only the same thing.
  • This not only excludes confusion, but also the possibility that a different number of complementary elements can be delivered to a construction site. The latter can lead in particular to considerable loss of time and thus to additional costs, if the elements by sea over long distances such. B. from Europe to Asia.
  • the Displacement body made of plastic and / or are designed as plastic injection molded part.
  • each displacement body extends between each two adjacent displacement bodies in a row at least partially each at least one transverse bar and / or that each displacement body is arranged in the longitudinal direction between two transverse bars, which bear in particular on the displacement body, preferably such that the transverse rods secure the displacers against displacement along the longitudinal direction and to the side.
  • two pairs of transverse bars together with the at least one first and second longitudinal bar define a receiving space for a displacement body or column which encloses or fixes the displacement body or bodies in such a way that slippage within the receiving space is substantially avoided can.
  • the crossbars also prevent accidentally solves the connection between the two Haibschalenettin in a composite of two half-shells displacement body.
  • the displacement body for example, consists of two shells, which are joined together by a sliding closure by lateral collapse of the two Haibschalenimplantation parallel to the common contact plane
  • a displacement body is preferably arranged in the module such that the effective direction of the sliding shutter is aligned parallel to the longitudinal direction of the module, so that accidental opening of the sliding closure is prevented by the transverse bars.
  • the longitudinal bars and / or the transverse bars preferably consist of steel, in particular reinforcing steel.
  • all longitudinal bars and / or the cross bars have the same diameter.
  • the invention further relates to a displacement body for use in a module of the type described above, which has for each grid of the module in each case at least one first and / or at least one second holding device on its outer side.
  • the invention relates to a grid for use in a module of the type described above with at least two mutually spaced and longitudinally mutually parallel longitudinal bars and a plurality of spaced apart and transversely oriented to the longitudinal direction transverse bars, which are each connected to both longitudinal bars.
  • the invention relates to a concrete part, in particular a concrete floor, produced using at least one module of the type described above.
  • Fig. 1 is a perspective view of a possible
  • Embodiment of a single-row module according to the invention for producing a concrete part 2 shows a front view of the single-row module according to FIG. 1 in different stages of the assembly, FIG.
  • FIG. 3 shows the detailed view A of the single-row module according to FIG.
  • FIG. 4 shows the detailed view B of the single-row module according to FIG.
  • Embodiment of an inventive multi-row module for producing a concrete part Embodiment of an inventive multi-row module for producing a concrete part.
  • Figs. 1 to 4 show a possible embodiment of a single-row module la for producing a concrete part.
  • the module 1a comprises a row 2 of a plurality of displacement bodies 100 arranged side by side in a horizontal longitudinal direction L which are captively held in a latticework of two individual lattices 10, 20 extending in the longitudinal direction L whose lattice surfaces are oriented transversely or inclined to the horizontal.
  • each of the lattice 10, 20 at least a first and a second longitudinal bar 11, 12 and 21, 22 which are parallel spaced from each other in the longitudinal direction L, and a plurality of spaced apart and transversely or inclined to the horizontal aligned transverse rods 13, 23, each connected to the longitudinal bars 11, 12 and 21, 22, preferably welded, are.
  • the longitudinal bars 11, 12, and 21, 22 and transverse bars 13, 23 are preferably made of reinforcing steel and have the same diameter.
  • the module la in the longitudinal direction L is arbitrarily extensible.
  • the modules may have an extent of up to about 250 cm in the longitudinal direction L and may comprise a total of about fourteen juxtaposed displacers 100.
  • All displacement bodies 100 have on their outer side in each case for both grids 10 and 20 at least one first holding device 311 or 321 and at least one second holding device 412 or 422 which are designed and arranged relative to one another such that both grids 10 and 20, respectively by receiving the first longitudinal bar 11 or 21 in the first holding device 311 or 321 and receiving the second longitudinal bar 12 or 22 in the second holding device 412 or 422 at least positively and captively between the first and second holding means 311, 312 and 412 , 422 are fixed and thereby together hold all displacement body 100 together.
  • the first holding devices 311, 321 for the first longitudinal bars 11, 21 of the first and second grid 10, 20 are arranged perpendicular to the longitudinal direction L on the underside of the displacement body at a distance Dl, which is about 185 mm in the present embodiment. This ensures that the module la has a secure footing on the typically arranged underneath (not shown here) Arm michslicn on which the first Longitudinal bars 11, 12 in the production of concrete parts usually rest directly.
  • the respective second holding devices 412, 422 for the second longitudinal bars 12, 22 are arranged on the upper side of the displacement bodies 100 at a distance D2 which is significantly smaller than the distance D1 on the underside and in the present embodiment is only about 50 mm.
  • a distance D2 in this order of magnitude ensures that the module la during the manufacture of a concrete part on the two upper, second longitudinal bars 12, 22 of the two grids 10, 20 safely accessible, without the risk that a person with the foot between the two longitudinal bars 12, 22 passes directly through the displacement body 100 and this could damage it.
  • the first holding devices 311, 321 are formed on the underside of the displacement body 100 as grooves or notch-like depressions in web extensions, which are arranged transversely to the longitudinal direction L on the outside of the displacement body.
  • Each displacement body 100 has two first holding means 311 and 321 for each of the longitudinal bars 11 and 21 of the first and second grid 10, 20, which are arranged side by side in the longitudinal direction L and in which the respective longitudinal bar 11, 21 is accommodated simultaneously ,
  • the respective grooves or notch-like depressions of the first holding devices 311 and 321, which are associated with one of the longitudinal bars 11 and 21, respectively in the longitudinal direction L are selected so that structurally required
  • Overlapping values (layer thickness of the concrete between reinforcing members and displacement bodies arranged thereon or below) can be maintained.
  • the second holding devices 412, 422 used on the upper side of the displacement body 100 are formed in the present embodiment substantially as latching hooks, which are also aligned transversely to the longitudinal direction L, in the present case perpendicular to the longitudinal direction L.
  • Fig. 2 inter alia, an advantageous method for producing or assembling a module la is illustrated.
  • the two grids 10, 20 are first laid parallel to the longitudinal direction L at a distance Dl flat side by side on a flat surface.
  • the displacement bodies 100 are arranged side by side on the gratings 10, 20 in the longitudinal direction L such that the grooves or notch-like depression depths of the first holding devices 311, 321 engage with the first longitudinal bars 11, 21, respectively.
  • the two grids 10 and 20 are folded around the longitudinal axis of the respective first longitudinal bars 11 and 21 upwards until the respective second longitudinal bars 12 and 22 in the second holding devices 412 and 422 designed as latching hooks, such as transient elastic Deformation of the latching hook, engage.
  • the groove or notch-like depression of the first Holding device 311, 321 has a circular segment-shaped cross-sectional profile line, which is preferably adapted to the radius of the longitudinal bars 11, 21, so that the grooves or notch-like recesses advantageously serve as a pivot bearing for the respective first longitudinal bars 11, 12.
  • the interaction of the reception of the respective first longitudinal bars 11, 21 with the first holding devices 311, 321 and the respective second longitudinal bars 12, 22 with the second holding devices 412, 422 results in the two grids 10, 20 being in each case connected individually to the displacement bodies 100 are fixed positively and captively and thus hold the whole of all displacement body together.
  • two pairs of transverse rods 13 and 23 and the respective first and second longitudinal rods 11, 12 and 21, 22 respectively define a receiving space for one displacement body 100 which encloses or fixes the displacement body 100 in such a way that there is a slump or slippage of the displacement body 100 Displacement body within the receiving space can be substantially avoided.
  • the displacement bodies 100 in the present exemplary embodiment are all identical and mirror-symmetrical with respect to a plane parallel to the horizontal (except for the depressions on the upper and lower sides). Therefore, the Displacement body both on the bottom and on the top of several holding devices, which are inter alia offset transversely to the longitudinal direction L arranged.
  • the first holding means 311 and 321 described above on the underside of the displacement body 100 are identical to the other second holding means 312 and 322 on its upper side.
  • the above-described second holding means 412 and 422 on the upper side of the displacement body 100 are identical to the two further holding means 411 and 421 on its underside. This increases the modularity of the displacement body 100, since they have at least with respect to the top and bottom no mandatory vorgebebene installation direction, so that the modules can be assembled very quickly and without expensive turning and positioning of the displacement body.
  • the further first and further second holding devices 411, 421 or 312, 322 can be used to define the respective grid, wherein the distance between the two longitudinal bars of a grid must be adjusted.
  • the respective grid 10, 20 can be fixed in different positions transversely to the horizontal on the displacement bodies 100.
  • the two grids 10, 20 with their respective first longitudinal bars 11, 21 respectively in the first holding means 311 and 321 on the underside of the displacement body 100 and with their respective second longitudinal bars 12, 22 at the other second holding means 312 and 322 at the Top of the Displacer 100 are determined.
  • the displacement body 100 are formed in the present embodiment as a hollow body, which are composed of two identical Haibschalenimplantationn made of plastic, which are space-saving in one another or stackable. In addition, no other kind of complementary element is required for producing a displacement body from these elements. All displacement body 100 are formed substantially as oblate Rotationsellipsoide with flattened upper and lower sides, which can be produced in particular flat concrete parts. In addition, all holding devices are integral with the
  • Fig. 5 shows a possible embodiment of an inventive multi-row module lb, which is used in particular for the production of thicker concrete parts.
  • the module 1b comprises a plurality of rows 2, 3 arranged one above the other from a plurality of displacement bodies 100 arranged side by side in a horizontal longitudinal direction L, which are identical to the displacement bodies 100 in FIGS. 1 to 4.
  • the displacement body 100 are also captively held in a latticework of two individual, running in the longitudinal direction L lattices 10, 20 whose grid surfaces are aligned transversely or inclined to the horizontal.
  • Each of the grids 10, 20 has at least a first and a second longitudinal bar 11, 12 and 21, 22, which are parallel spaced from each other in the longitudinal direction L, and a plurality of spaced apart and transversely or inclined to the horizontal aligned transverse rods 13, 23, the each connected to the longitudinal bars 11, 12 and 21, 22, in particular welded, are.
  • the first longitudinal bars 11, 21 of the two grids 10, 20 are - similar to the single-row module la - each received in first holding means 311, 321 on the underside of the displacement body 100 in the bottom row 2, while the second longitudinal bars 12, 22 respectively in the second Holding means 312, 322 are received at the top of the displacement body 100 in the uppermost row 3. This is already sufficient in order to fix both grids 10, 20 at least positively and captively between the first holding devices 311 and 321 and the second holding devices 312 and 322, thereby already holding together all the displacement bodies 100 as a composite between the two grids 10, 20 are.
  • the two grids 10, 20 each additionally have a further first longitudinal bar 11.1 or 21.1 and a further second longitudinal bar 12.1 or 22.1, corresponding to the other first holding devices 311.1 or 321.1 on the underside of the displacement body 100 of the upper row 3 and in the other second Holding devices 412.1 or 422.1 on the top of the displacement body 100 of the lower row 2 are added.
  • each displacement body it is analogously conceivable for each displacement body to interact in each case in a first holding device, for instance on its underside, and in a second holding device, for example on its upper side, with a corresponding first or second longitudinal bar of one of the grilles.
  • the multi-row module can advantageously be assembled analogously to the single-row module by folding down the grids.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Retaining Walls (AREA)
  • Road Paving Structures (AREA)
  • Revetment (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Artificial Fish Reefs (AREA)
  • Sewage (AREA)
  • Buffer Packaging (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Traffic Control Systems (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Bridges Or Land Bridges (AREA)
  • Compositions Of Oxide Ceramics (AREA)
  • Optical Couplings Of Light Guides (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

L'invention concerne un module (1) de production d'éléments en béton, produits par un procédé de préparation de béton sur place (in situ) ou en usine de préfabrication, qui comporte une rangée (2) constituée de plusieurs organes de déplacement (100) qui sont disposés les uns à côté des autres dans une direction longitudinale horizontale (L) et qui sont maintenus de façon imperdable dans un treillage constitué d'au moins deux treillis (10, 20) individuels dans la direction longitudinale (L) dont les surfaces sont orientées transversalement ou obliquement par rapport à l'horizontale. Chacun des treillis (10, 20) comporte au moins une première et une deuxième barre longitudinale (11, 12 ; 21, 22) qui s'étendent parallèlement à distance l'une de l'autre dans la direction longitudinale (L) et une pluralité de traverses (13, 23) qui sont espacées les unes des autres et orientées transversalement ou obliquement par rapport à l'horizontale et qui sont reliées chacune aux barres longitudinales (11, 12 ; 21, 22). L'un au moins des organes de déplacement (100) pour chaque treillis (10, 20) comporte au moins un premier et au moins un deuxième moyen de retenue (311, 321, 412, 422) sur son côté extérieur qui sont configurés et disposés mutuellement de telle sorte que les deux treillis (10, 20) sont fixés au moins par complémentarité de forme et de façon imperdable entre les premier et deuxième moyens de retenue par réception de la première barre longitudinale (11, 21) dans le premier moyen de retenue (311, 321) et par réception de la deuxième barre longitudinale (12, 22) dans le deuxième moyen de retenue (412, 422), et maintiennent ainsi ensemble tous les organes de déplacement (100).
EP16700593.3A 2015-01-16 2016-01-14 Plafond en béton Active EP3245346B1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
RS20191515A RS59610B1 (sr) 2015-01-16 2016-01-14 Betonska ploča
MEP-2019-335A ME03554B (fr) 2015-01-16 2016-01-14 Module de production d'éléments en béton, organe de déplacement, utilisation d'une grille pour fabriquer un module et élément en béton
SI201630523T SI3245346T1 (sl) 2015-01-16 2016-01-14 Betonski strop
PL16700593T PL3245346T3 (pl) 2015-01-16 2016-01-14 Strop betonowy
HRP20192116TT HRP20192116T1 (hr) 2015-01-16 2019-11-26 Betonski pokrov

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP15405004.1A EP3045605B1 (fr) 2015-01-16 2015-01-16 Module de fabrication d'éléments en béton
PCT/EP2016/050611 WO2016113326A1 (fr) 2015-01-16 2016-01-14 Module de production d'éléments en béton, organe de déplacement, utilisation d'une grille pour fabriquer un module et élément en béton

Publications (2)

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EP3245346A1 true EP3245346A1 (fr) 2017-11-22
EP3245346B1 EP3245346B1 (fr) 2019-08-28

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EP15405004.1A Active EP3045605B1 (fr) 2015-01-16 2015-01-16 Module de fabrication d'éléments en béton
EP16700593.3A Active EP3245346B1 (fr) 2015-01-16 2016-01-14 Plafond en béton

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US (1) US10196819B2 (fr)
EP (2) EP3045605B1 (fr)
CN (1) CN107567526B (fr)
AU (1) AU2016208057B2 (fr)
CA (1) CA2971518C (fr)
CL (1) CL2017001804A1 (fr)
CY (2) CY1122622T1 (fr)
DK (2) DK3045605T3 (fr)
ES (2) ES2760511T3 (fr)
GT (1) GT201700159A (fr)
HR (2) HRP20192116T1 (fr)
HU (2) HUE046473T2 (fr)
ME (1) ME03554B (fr)
PL (2) PL3045605T3 (fr)
PT (2) PT3045605T (fr)
RS (2) RS59635B1 (fr)
RU (1) RU2700353C2 (fr)
SI (2) SI3045605T1 (fr)
WO (1) WO2016113326A1 (fr)

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JP2020510769A (ja) * 2017-03-07 2020-04-09 エヌエックスティ アイピー プロプライエタリー リミテッドＮｘｔ Ｉｐ Ｐｔｙ Ｌｔｄ プレハブ式デッキユニット，プレハブ式デッキユニットを製造する方法，及び球状空隙形成体
WO2021019315A1 (fr) * 2019-07-31 2021-02-04 Khaled Azzam Nouvel ensemble de cadres concaves à utiliser en tant que dalles en béton léger
RU2734398C1 (ru) * 2019-08-14 2020-10-15 Николай Васильевич Сапожников Имплантирование пустот в монолитном железобетоне, способ и устройства
RU195430U1 (ru) * 2019-10-29 2020-01-28 Акционерное общество "ДЖИТЕХ" Элемент пустотообразователя
LU101468B1 (de) 2019-11-05 2021-05-11 Unidome Deutschland Gmbh Betonformungseinlage und Verfahren zum Herstellen einer Betonformungseinlage sowie Verfahren zum Herstellen eines Betonbauteils
RU2724648C1 (ru) * 2019-12-12 2020-06-25 Акционерное общество "ДЖИТЕХ" Пустотообразующий модуль
US11566423B2 (en) 2021-03-08 2023-01-31 Plascon Plastics Corporation Lattice of hollow bodies with reinforcement member supports
BR112023021103A2 (pt) 2021-04-16 2023-12-12 Anna Hamburg Corpo de deslocamento e inserto de modelagem de concreto
LU500046B1 (de) 2021-04-16 2022-10-17 Anna Hamburg Betonformungseinlage
LU500045B1 (de) 2021-04-16 2022-10-17 Anna Hamburg Verdrängungskörper und Betonformungseinlage
DE102021117719A1 (de) 2021-07-08 2023-01-12 Unidome Deutschland Gmbh Betonformungseinlage
LU500409B1 (de) 2021-07-08 2023-01-13 Unidome Deutschland Gmbh Betonformungseinlage
IT202100024500A1 (it) * 2021-09-23 2023-03-23 Poseidon Gt S R L Cassero di alleggerimento per manufatti in cemento armato e struttura modulare di alleggerimento impiegante tali casseri

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DE3485525D1 (de) * 1984-11-08 1992-04-02 Sismo Int Vorgefertigte baueinheiten und gebrauch im hochbau.
DK0749511T3 (da) * 1994-03-10 1998-05-18 Joergen Lassen Element til brug ved fremstilling af en armeret betonstruktur med hulrum, fyldelegeme til fremstilling af et sådant element, samt fremgangsmåde ved fremstilling af en armeret betonstruktur med hulrum
DE19837077A1 (de) * 1998-08-17 2000-02-24 Haeussler Planung Gmbh Bewehrungskorb und dessen Anordnung für die Herstellung von Stahlbeton-Hohlkörperplatten
IT1310542B1 (it) * 1999-03-03 2002-02-18 Valerio Pontarolo Elemento modulare per vespaio e solaio
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PT2075387E (pt) * 2007-12-28 2014-12-02 Cobiax Technologies Ag Módulo para fabrico de componentes de betão
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CA2971518A1 (fr) 2016-07-21
AU2016208057B2 (en) 2021-04-15
CY1122622T1 (el) 2021-03-12
HUE046473T2 (hu) 2020-03-30
CL2017001804A1 (es) 2018-02-16
PT3245346T (pt) 2019-12-09
AU2016208057A1 (en) 2017-07-20
EP3045605A1 (fr) 2016-07-20
RU2017128001A (ru) 2019-02-18
DK3045605T3 (da) 2019-12-09
HRP20192158T1 (hr) 2020-02-21
US10196819B2 (en) 2019-02-05
CA2971518C (fr) 2023-05-02
CN107567526B (zh) 2020-09-04
SI3045605T1 (sl) 2020-01-31
PT3045605T (pt) 2019-12-16
US20180002930A1 (en) 2018-01-04
PL3245346T3 (pl) 2020-02-28
CY1122536T1 (el) 2021-01-27
RU2700353C2 (ru) 2019-09-16
RS59635B1 (sr) 2020-01-31
EP3045605B1 (fr) 2019-09-04
RS59610B1 (sr) 2020-01-31
GT201700159A (es) 2019-06-26
DK3245346T3 (da) 2019-12-02
WO2016113326A1 (fr) 2016-07-21
ES2760511T3 (es) 2020-05-14
EP3245346B1 (fr) 2019-08-28
PL3045605T3 (pl) 2020-03-31
CN107567526A (zh) 2018-01-09
HUE046447T2 (hu) 2020-03-30
HRP20192116T1 (hr) 2020-02-21
SI3245346T1 (sl) 2020-02-28
RU2017128001A3 (fr) 2019-07-17
ME03554B (fr) 2020-07-20
ES2758361T3 (es) 2020-05-05

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