Classifications

• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B1/00—Producing shaped prefabricated articles from the material
  • B28B1/50—Producing shaped prefabricated articles from the material specially adapted for producing articles of expanded material, e.g. cellular concrete
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
  • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
  • B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
  • B28B23/024—Supporting means
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C3/00—Structural elongated elements designed for load-supporting
  • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
  • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
• • 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
• • 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
  • E04G21/14—Conveying or assembling building elements
  • E04G21/142—Means in or on the elements for connecting same to handling apparatus
• • 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
  • E04G21/14—Conveying or assembling building elements
  • E04G21/16—Tools or apparatus
  • E04G21/18—Adjusting tools; Templates
  • E04G21/1841—Means for positioning building parts or elements
  • E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure

Definitions

• the invention relates to a method for the production of pore or foam concrete moldings, in particular of components or plates having a reinforcement of preferably metal, in particular of steel, and a reinforcement frame for use for such a method according to the preamble of the claim 43. Furthermore, the invention relates to a reinforcing agent for pore or foamed concrete molded articles according to the preamble of claim 52.
• components made of foam or aerated concrete must be known to be reinforced.
• Usual reinforcement means are rods, welded mats and / or, for example, mats made of steel welded steel baskets.
• Autoclaved aerated components is usually first cast a pourable fresh concrete mass of known composition for porous or foam concrete in an eg rectangular mold 100 and inserted into the fresh concrete mass previously welded reinforcing baskets 101 (Fig.10).
• the reinforcing baskets 101 are positioned and fixed so as to be sufficiently spaced from both sidewalls 102 and bottom 103 of the mold 100 and the surface of the concrete mass in the finished component to be completely enclosed by the concrete mass.
• the reinforcing baskets 101 must be kept in this defined position in the mold 100 until the aerated concrete mass sufficiently raised and possibly distended, so their Green strength has achieved and carries the reinforcement baskets 101 itself.
• reinforcement support bars or reinforcement support bars 106 which are displaceable in the longitudinal direction of the reinforcement frame 104, are provided on the reinforcement support frame 104, which span the reinforcement support frame 104 and the mold 100 in the horizontal transverse direction.
• These reinforcement beams 106 in turn have numerous, vertically extending holes or holes 107 (shown only schematically), wherein in some of the holes 107 each have a substantially stabförmi- ge reinforcing retaining needle 108 is mounted.
• the individual reinforcing baskets 101 are fixed in such a way that the reinforcing needles 108 are easily detachable from the reinforcing baskets 101 after the concrete mass has stiffened and can be pulled out of the raised concrete mass.
• one or more fastening means in the form of an oval hole or an oval eyelet are provided on the reinforcing baskets 101, with which the reinforcing baskets are threaded onto one respective reinforcing holding needle 108.
• the reinforcing needles 108 have, for example, radially projecting pins or pins (not shown), so that the reinforcing needles 108 are connected to the reinforcing cage 101 after threading through the eyelets by rotating about its longitudinal axis, for example in the manner of a bayonet closure or the like. As a result, the reinforcing baskets 101 are suspended from the reinforcing needles 108 and hang with them into the casting mold 100.
• reinforcing baskets 101 consisting of mutually parallel reinforcing mats 109
• spacers or cross connectors between the two reinforcing mats 109 110, for example made of plastic, to provide centrally such oval eyelet and are attached to the two mats 109.
• the position of the reinforcing needles 108 and thus the position of the reinforcing baskets 101 suspended from the reinforcing needles 108 in the transverse direction is adjustable only in the grid predetermined by the position of the bores 107 in the reinforcing support bars 106.
• the reinforcing baskets 101 suspended from the reinforcing holding needles 108 are usually immersed in a bath with antirust agent prior to insertion into the mold 100 in order to avoid corrosion in the later component.
• the reinforcing needles 108 inevitably also dip at least partially into the bath.
• it is necessary to prevent the rust preventive layer from growing again when the needles 108 are reused since the size of the eyelets is adapted to the diameter of the reinforcing holding needles 108, so that the holding needles 108 are guided in the eyelets with as little play as possible.
• the reinforcing holding needles 108 are usually dipped in paraffin prior to attaching the reinforcing cages 101 to the reinforcing holding needles 108 in an additional preceding process step. This prevents the rust-preventive agent from permanently adhering to the needles 108. However, the paraffin and the rust inhibitor adhered thereto must be removed again from the reinforcement holding needles 108 in a further method step after each production process. Alternatively, for dipping the reinforcing cages 101, other needles or hooks are used, which must be replaced after dive with the correct reinforcing needles 108. In any case, therefore, at least one additional method step for protecting the reinforcement holding needles 108 is necessary, which entails a time and cost disadvantage.
• the object of the present invention is to provide a process for the production of reinforcing materials of preferably steel, reinforced pore or foam concrete molded bodies, which is simple and inexpensive and automatable, and with which an accurate, stable positioning of the reinforcing means with better variability, in particular Transverse direction of the mold by simple means is possible.
• a reinforcement holding frame for holding the reinforcing means in the mold filled with fresh concrete mass, to which the reinforcing means can be fastened easily, quickly and securely.
• Fig.l a side view of a reinforcement mat with support rods
• FIG. 2 shows a side view of a holding rod with predetermined breaking point
• FIG. 3 shows a cross section of the holding rod according to FIG. 2 along the line A-A
• FIG. 4 shows a perspective view of a reinforcing basket made of two reinforcing mats
• FIG. 5 shows a schematic, perspective view from the top front of an alignment and positioning device
• FIG. 6 shows a schematic perspective view from the top front of a part of a reinforcement frame according to the invention
• FIG. 7 shows a schematic, perspective cross-sectional view of a reinforcing bar of the reinforcement frame according to FIG. 6 along the line B-B
• FIG. 8 shows a schematic cross-sectional view of a casting mold with a reinforcing body frame according to the invention and reinforcing baskets hanging in the casting mold 9 shows a perspective cross-sectional view of a demolded concrete cake produced according to the invention with a schematically illustrated screwdriver
• FIG. 10 shows a schematic cross-sectional view of a casting mold with an attached reinforcement frame and hinged reinforcing baskets according to the prior art
• initially reinforcing mats 1 (FIG. 1) of longitudinal bars 2 and transverse bars 3, which intersect in pairs, can be produced on known mat welding machines (not shown) in a manner known per se.
• cross bars 3 while the bars of the reinforcing mats 1 are referred to which, when the reinforcing mats 1 in a mold 4 ( Figure 8) hanging in, are vertically aligned, and thus for a connection and fixed position to each other, the horizontally aligned and vertically aligned one above the other arranged longitudinal bars 2 provide the reinforcement mats 1, which ensure an increase in the tensile strength and bending strength of the finished component.
• the reinforcing mats 1 for the purposes of the invention holding rods 5 (Fig.1, 4, 5, 8, 9), preferably in the form of elongated transverse bars 3, to the reinforcing mats 1, in particular to the longitudinal bars 2 of the reinforcing mats. 1 , welded, so that the support rods 5 are firmly connected to the reinforcing mats 1.
• the holding rods 5 thus consist of one common transverse bar 3 of normal length and one holding area additionally provided on the transverse bar.
• the support rods 5 are so long that they protrude in the vertical direction upwards by a certain amount, in particular by 50 to 400 mm, preferably by 180 to 200 mm over the reinforcing mat 1 arranged later in the mold 4 (FIG ).
• the holding rods 5 are fastened to the reinforcing mats 1 by means of sleeves and / or clamps and / or mounting brackets.
• the holding rods 5 can also be applied to externally sourced reinforcement in the pore or foam concrete plant.
• the holding rods 5 preferably have a predetermined breaking point 6, with e.g. at least one, preferably two opposing, notches 7 (Fig.2,3), so that the cross section of the support rods 5 is tapered at the predetermined breaking point 6.
• the predetermined breaking point 6 is expediently arranged slightly above the uppermost longitudinal bar 2 of the reinforcing mat 1.
• the holding rods 5 are merely constricted or compressed or otherwise weakened at the predetermined breaking point 6.
• a reinforcing mat 1 preferably 2 to 6.5 m.
• the support rods 5 also preferably have a diameter of 4 to 10 mm, preferably 5 to 8 mm and are preferably made of steel, in particular stretched reinforcing steel, and / or stainless steel, and / or plastic.
• reinforcement baskets 8 can be produced from preferably two reinforcing mats 1 each.
• the reinforcing mats 1 with their longitudinal and transverse bars 2, -3 are respectively positioned parallel to one another and, for example, simple spacing bars 9, which are aligned perpendicular to the longitudinal and transverse bars 2, 3 of the reinforcing mats 1, between two heads to be joined.
• mation mats 1 positioned and welded with its two Abstandsstab- end faces 10 to the reinforcing mats 1.
• spacers made of metal or plastic can also be clamped.
• the support rods 5 of the individual reinforcement mats 1 are thereby positioned so that they each survive on the same side and expediently substantially equally far beyond the finished reinforcing cage 8.
• the finished reinforcing baskets 8 provided with support rods 5 are brought into an alignment or positioning device 11 (FIG. 5) in which they are held for receiving through a reinforcement support frame or reinforcement frame 12 (FIGS ) are positioned and aligned, which will be discussed later.
• the e.g. Carriage-like alignment or positioning device 11 has a horizontal, preferably substantially cuboid bottom plate 14, at the lower side preferably four wheels 47, e.g. Rail wheels, are attached.
• the alignment or positioning device 11 is preferably a movable alignment carriage or a movable alignment shuttle 13.
• the alignment or positioning device 11 preferably comprises two, aligned parallel to each other and parallel to a horizontal longitudinal direction 23 Outside support walls 15 and at least one, preferably two to thirteen, preferably three to six inner, ie between the outside support walls 15 and parallel to them arranged support walls 17.
• the support walls 15; 17 serve to position the reinforcement cages 8 in a horizontal transverse direction 20 and are preferably displaceable in the horizontal transverse direction 20, in particular controllable and automatically programmable displaceable.
• the alignment or positioning device 11 has at least one, preferably two, vertically aligned centering bars 21, -22 and preferably two positioning bars 48, 49, which are used for horizontal and vertical centering and positioning and fixing of the reinforcement support frame 12 with respect to the alignment carriage 13 serve, which will be discussed below.
• the centering bars 21, 22 are preferably arranged in the horizontal longitudinal direction 23 in alignment with one another and outside the one outer longitudinal wall 15 of the aligning or positioning device 11 and dimensioned such that they project beyond the supporting walls 15 in the vertical direction.
• the positioning bars 48, 49 are likewise preferably arranged in the horizontal longitudinal direction 23 in alignment with one another and outside the other outside support longitudinal wall 15 of the alignment or positioning device 11 and are dimensioned such that they project beyond the support walls 15 in the vertical direction.
• the centering and positioning bars 21, 22; 48; 49 the same height.
• the centering bars 21, 22 on the front side and on the upper side each have a vertical centering hole 24, 25, of which preferably one centering hole 24 is in the form of a cylindrical hole and the other centering hole 25 is in the longitudinal direction 23 extending slot.
• the centering hole is preferably polygonal in cross-section, in particular rectangular (not shown).
• each two support walls 15; 17 each inserted a reinforcing basket 8 with upwardly directed support rods 5 and placed on the horizontal and flat top 18 of the bottom plate 14.
• the reinforcement baskets 8 and the support walls 15; 16 are dimensioned so that at least the support rod 5, the support walls 15; 16 slightly higher in the vertical direction.
• the individual reinforcing baskets 8 After insertion, the individual reinforcing baskets 8 by moving the support walls 15; 17 positioned in the transverse direction 20 and fixed in the desired position. The positioning of the reinforcement cages 8 in the longitudinal direction 23 takes place by pushing the loading cages 8 guided between the support walls 15, 17 in the longitudinal direction 23 against the stop edge.
• the reinforcing baskets 8 are either manually pushed manually or by means of a sliding device, e.g. a crane or manipulator or robotic arm, e.g. on the protruding support rods 5 attacks.
• the reinforcing cages 8 are automatically positioned by placing them on the upper side 18 of the bottom plate 14.
• the alignment or positioning device 11 is pivoted before inserting the reinforcement cages 8 by preferably 30 to 55 °, preferably 45 ° about an axis parallel to the longitudinal direction 23 axis.
• the reinforcing baskets 8 automatically slide along one of the support walls 15 due to gravity; 17 and are thus automatically positioned in the vertical direction and also in the transverse direction 20. Positioning in the longitudinal direction takes place in an analogous manner as described above either before or after the alignment or positioning device 11 is pivoted back into its starting position.
• the reinforcement cages 8 are now according to their later desired position in the mold 4, which is determined by the desired position in the finished components, horizontal and vertically aligned, positioned, and can be grasped by the reinforcement support frame 12 in the next step.
• the reinforcement holder arm 12 (FIGS. 6-8) is preferably of cuboid shape and has an outer frame (44) which has two longitudinally extending longitudinal beams 26; 27 and two perpendicular to the longitudinal beams 26; 27 and also horizontally extending transverse bar 28, only one of which is shown, has.
• the reinforcement holding ⁇ ranmen 12 also includes at least one, preferably 2 to 8, preferably 5 to 6 Bewehrungstrag- or Bewehrungshaitebalken 29, spanning the outer frame 44 in the horizontal transverse direction 20 like a bridge and linearly displaceable with the outer frame 44, preferably in a horizontal longitudinal direction 23 , are connected.
• the reinforcing bar beams 29 by means of screws or clamps on the longitudinal beam 26; 27 attached.
• At least one respective clamping element or clamping means is provided on the reinforcing bar bar 29 or on one or more of the outer frame elements (26, 27, 28) by means of which one or more holding bars 5 protrude at their upper, over the reinforcement cages 8 and the Ausrichtwagen 13 Garstabende or Haltestabend Society 30 ⁇ Fig.1, 2, 4, 5, 7-9) can be gripped, clamped and held.
• the clamping means are, for example, two vertically aligned clamping beams or ledges 31 extending in the transverse direction 20 of the reinforcement support frame; 32 ( Figure 6, 7), for example made of metal or plastic, which are arranged in the longitudinal direction 23 of the reinforcement frame 12 to each other in alignment and slightly spaced from each other and of which at least one with respect to the other in the longitudinal direction 23 of the reinforcement frame 12 is slidable.
• 32 ( Figure 6, 7), for example made of metal or plastic, which are arranged in the longitudinal direction 23 of the reinforcement frame 12 to each other in alignment and slightly spaced from each other and of which at least one with respect to the other in the longitudinal direction 23 of the reinforcement frame 12 is slidable.
• between the two clamping strips 31; 32 defines a width-adjustable, downwardly and preferably also upwardly open clamping gap 33.
• the length of the terminal strips 31; 32 is preferably dimensioned such that they extend substantially over the entire length of the reinforcement support beam 29.
• each of the two clamping strips 31; 32 also has two transversely extending, superimposed beads 34 which protrude into the nip 33, wherein the beads 34 of the two clamping strips 31; 32 are arranged in pairs opposite one another and thereby taper the nip 33 in these areas (Fig.7).
• the support rods 5 are clamped only between each two opposite beads 34, whereby the clamping force is increased.
• the method and fixing the clamping strips 31, -32 to each other is preferably carried out by means of spring force and / or pneumatically and / or hydraulically, wherein the clamping force is adjustable.
• the clamping means are individual grippers which have two gripping claws engageable with one another for clamping the holding rod ends 30 and which can preferably be moved in the transverse direction 20 along the respective reinforcing bar bar 29, with several grippers per gripper Reinforcement beams 29 are provided (not shown).
• the reinforcement frame 12 preferably has at least one, preferably two, vertically downwardly extending centering pins 35.
• the centering pins 35 are preferably arranged on the underside of the longitudinal beam 27, wherein preferably both are provided on a longitudinal beam 27.
• the or the two centering pins 35 are Corresponding to the centering holes 24,25 of the alignment e and positioning device 11 is arranged and designed.
• the centering pins 35 are cylindrical in the upper area depending on the design of the corresponding centering holes 24,25 or rectangular or polygon in cross-section.
• the reinforcement frame 12 For gripping the reinforcement cages 8 positioned and fixed in the alignment and positioning device 11, the reinforcement frame 12, e.g. lowered by means of a crane over the Ausrich- and positioning device 11 such that the longitudinal beams 26; 27 of the reinforcement frame 12 parallel and the crossbars 28 of the reinforcement frame 12 are perpendicular to the support walls 15, - 17 of the Ausrichtwagens 13 aligned.
• the alignment trolley 13 As alignment trolley 13, the alignment trolley 13, with the reinforcement cages 8 positioned and fixed, is moved beforehand to the support support frame 12, e.g. on rails, which increases flexibility and considerably simplifies the procedure.
• the precise horizontal centering and positioning of the reinforcement support frame 12 in relation to the alignment and positioning device 11 and thus to the reinforcement cages 8 takes place when the reinforcement support frame 12 is lowered by inserting the centering pins 35 into the centering holes 24, 25.
• the centering pins 35 and the corresponding centering holes 24; 25 of the reinforcement frame 12, in particular the reinforcing bars 29 with the clamping strips 31; 32, and the reinforcing baskets 8 are positioned relative to one another in such a way that the retaining rod ends 30 are inserted into the clamping gaps 33 when the reinforcement support frame 12 is lowered.
• the vertical positioning of the reinforcement frame 12 is effected by the storage of the reinforcement frame 12 on the centering bar 21; 22 and the positioning bar 48; 49th After the reinforcement holder 12 has reached its predetermined position in the vertical direction, the clamping strips 31; 32 driven towards each other and the holding rod ends 30 clamped between them.
• the support rods 5 and thus the individual reinforcing baskets 8 are fixedly connected to the reinforcing bar members 29 of the reinforcing support frame 12 and can not be displaced in relation to this in horizontal or vertical direction or rotated to this.
• the reinforcing baskets 8 are thus immovable and non-rotatable, but still releasable, with the rebar Heiteranmen 12 in clamped connection.
• the alignment trolley 13 can be moved together with the reinforcement frame 12 and the reinforcement cages 8 to a known antirusting dip (not shown) or optionally the reinforcement frame 12 again preferably by means of a crane together with the hanging reinforcement cages 8 of the alignment and positioning 11 are lifted and transported there. It is also possible to use circular chain conveyors.
• the raised reinforcement cages 8 are immersed in a dip with rust inhibitor.
• the support rods 5 are also at least partially immersed.
• the reinforcement cages 8 are sprayed with rust inhibitor.
• the reinforcement cages 8 are not treated with rust inhibitor.
• the reinforcement cages may be provided with rust prevention prior to insertion and positioning in the alignment carriage 13.
• the reinforcement frame 12 is transported with the reinforcement cages 8 preferably by means of a crane to the known, preferably cuboid and upwardly open mold 4 (Fig.8) and in a conventional manner such put on that the reinforcement cages 8 hang into the mold 4 inside.
• the longitudinal and transverse bars 26, -27; 28 of the reinforcement frame 12 on two vertical G confuseforml Kunststoffswandungen 37, -38 and two vertical G confuseformquer- walls placed.
• a conventional fresh concrete mass 39 which comprises at least one propellant pore former, in particular finely divided aluminum, e.g. in the form of aluminum powder or paste.
• a conventional fresh concrete composition is used, which already contains admixed air pores.
• the fresh concrete mass 39 After filling the fresh concrete mass 39 and inserting the reinforcing cages 8, the fresh concrete mass 39 will stiffen for about 30 to 240 minutes or optionally fermented and allowed to stiffen until the fresh concrete mass 39 has reached a sufficient green strength and a fresh concrete cake 40 ( Figure 9) has arisen .
• the support rods 5 and at least one upper HaItestabteil 46 of the support rods 5 are separated from the reinforcement cages 8 and removed.
• the upper holding-bar portion 46 of the holding bars 5, that is to say the portion 46 above the predetermined breaking point 6, is turned off in a particularly simple manner.
• the clamping of the upper holding rod ends 30 is loosened or completely released by moving the clamping bars 31, 32 apart.
• the reinforcement frame 12 is lifted and removed, for example, by means of a crane of the mold 4.
• the holding rod ends 30 are gripped, eg also clamped, and the upper holding compartment part 46 is rotated about a vertical rod longitudinal axis 42 (FIGS. 2, 7) until it is separated from the rest of the holding rod 5 at the predetermined breaking point 6.
• the lower part of the support rods 5 is in each case sufficiently firmly connected to the reinforcement cages 8, in particular welded, that it is not rotated with the upper holding compartment part 46 about the rod longitudinal axis 42.
• the severed upper holding compartment 46 is then pulled out of the concrete cake 40 and removed.
• the turning off of the upper half-test compartments 46 preferably takes place by means of an automatable twist-off device.
• an automatable twist-off device e.g. One or more screwdrivers 41 ( Figure 9), in the drill chuck 43, the holding rod ends 30 are clamped and then the screwdriver 41 is activated to turn off.
• the upper holding rack portions 46 are first bent by preferably 90 ° and then the bent holding rack sections 46 are rotated about the rod longitudinal axis 42 until the support rods 5 at the Cancel kink.
• the kinking and subsequent twisting is expediently carried out simultaneously for all holding rods 5, that is to say automatically.
• the individual support rods 5 of a reinforcing cage 8 are alternately, so each two of the individual support rods 5 a reinforcing basket 8 mirrored to each other and rankickt in opposite directions and turned off, so that the force acting on the reinforcing cage 8 forces cancel each other.
• the anchoring of the reinforcement cage 8 in the concrete cake 40 is not burdened.
• the predetermined breaking point 6 of the support rods 5 is below or above or equal to a top 45 of the concrete cake 40.
• the predetermined breaking point 6 of the support rods 5 as already explained above just above the upper longitudinal bars 2 of the reinforcement cages 8 or just below the surface of the later Component.
• the separated lower part of the retaining rod 5 remains as a cross bar 3 in the concrete cake 40 and thus in the later part and forms part of the reinforcement.
• the breaking point 6 can also lie very far down, for example in the region of the lower longitudinal bar 2, so that the separated upper holding bar section 46 is still sufficiently long to be used again.
• Retaining rods 5 without breaking point 6 are e.g. above the concrete cake 40 or at the height of a top 45 of the concrete cake 40 sawn off or ground or pinched or kinked and broken off or as initially described kinked by 90 ° and then turned off.
• connection, in particular the welded connection, of the holding bar 5 and the reinforcing cage 8 is designed such that it corresponds to the weight of the reinforcing baskets 8 hanging from the holding bars 5 and optionally withstand the pressure, but still, for example, by turning the entire holding rod 5 about the rod longitudinal axis 42 as described above or by tearing out of the support rods 5 or by vibration, is releasable, so that the entire holding rod 5 pulled out of the concrete cake 40 and removed becomes.
• the concrete cake 40 is expediently demolded in a conventional manner, for example, by the individual side walls 37, -38 of the mold 4 are folded away.
• a side wall 37 is not folded away, this represents the so-called hardness floor 38, on which the cut concrete cake 40 is dropped for hardening.
• the demoulding can also be done before the removal of the support rods 5 and Garstabmaschine 46.
• the concrete cake 40 is conveniently placed in a manner known per se, e.g. split with cutting wires into individual green concrete moldings (not shown).
• the concrete cake 40 is thereby cut in the vertical direction between the reinforcement cages 8, wherein expediently cut in such a way that each green concrete moldings having a reinforcing cage 8.
• the individual green concrete shaped bodies are preferably fed to an autoclave and hydrothermally hardened in a manner known per se (not shown).
• the separate dipping of the previously used reinforcing needles in paraffin as an additional production step is eliminated because the support rods 5 according to the invention are clamped from above and not through a hole in the reinforcement bar and the loops must be carried out as accurately as possible.
• the reinforcement cages 8 can be positioned and fixed extraordinarily accurately in the casting mold 4 and also remain fixed in position during pouring and optionally fermenting or blowing up the fresh concrete mass 39.
• the reinforcement baskets 8 withstand very high fermentation pressures. As a result, the tolerances of the reinforcement position in the manufactured components are very low.
• reinforcing means are all reinforcing means known to the person skilled in the art, in particular reinforcing bars, reinforcing mats, reinforcing baskets and / or holding lugs and / or assembly anchors, wherein the reinforcing bars, reinforcing mats and reinforcing cages can have any, ie also curved, room forms.
• the support rods are attached directly to them.
• the produced concrete moldings may have any cuboid, but also, for example, a cylindrical, semicircular or prismatic Rauitiform that can be produced with an upwardly open mold.
• a cylindrical, semicircular or prismatic Rauitiform that can be produced with an upwardly open mold.
• the shape of the reinforcement holding frame is adapted so that it can be placed exactly centered on the casting mold.
• Reinforcing mats and reinforcing meshes consisting of several reinforcing mats is also particularly advantageous that a part of the normally provided crossbars can be easily replaced by the, eg notched, support rods, since the lower parts remain in the concrete cake and thus form a functional part of the reinforcing means.
• the support rods are in terms of production technology in this case only elongated cross bars and are particularly easy to incorporate into the production process, without new devices for connecting the support rods are necessary with the reinforcing means.
• the welding of the support rods is also very cost-effective, because no additional and complex fastening means, such as spacers with eyelets are more necessary.
• the support rods are simple rods, preferably of the same or the same reinforcement material or reinforcement starting material, which have no additional fastening means, such as stepped heels for mounting in holes in the reinforcement frame, or parts of a bayonet closure.
• the method according to the invention is very cost-effective, among other things because it is fully automated, and ensures extremely accurate positioning of the reinforcement in the pore or SchaumbetonformMech.

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• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Mechanical Engineering (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Manufacturing & Machinery (AREA)
• Chemical & Material Sciences (AREA)
• Ceramic Engineering (AREA)
• Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
• Reinforcement Elements For Buildings (AREA)
• Producing Shaped Articles From Materials (AREA)
• Manufacture Of Porous Articles, And Recovery And Treatment Of Waste Products (AREA)

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• 2006
  • 2006-09-29 DE DE102006046311A patent/DE102006046311A1/de not_active Withdrawn
• 2007
  • 2007-09-20 DE DE502007003676T patent/DE502007003676D1/de active Active
  • 2007-09-20 AT AT07820418T patent/ATE466705T1/de active
  • 2007-09-20 WO PCT/EP2007/059980 patent/WO2008040644A1/fr active Application Filing
  • 2007-09-20 CN CN2007800361188A patent/CN101595631B/zh active Active
  • 2007-09-20 US US12/443,650 patent/US8012391B2/en active Active
  • 2007-09-20 EP EP07820418A patent/EP2066481B1/fr active Active
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