WO2023031303A1 - Holding system for holding a reinforcement or reinforcing arrangement and method for erecting the holding system and also method for casting the holding system in place - Google Patents
Holding system for holding a reinforcement or reinforcing arrangement and method for erecting the holding system and also method for casting the holding system in place Download PDFInfo
- Publication number
- WO2023031303A1 WO2023031303A1 PCT/EP2022/074251 EP2022074251W WO2023031303A1 WO 2023031303 A1 WO2023031303 A1 WO 2023031303A1 EP 2022074251 W EP2022074251 W EP 2022074251W WO 2023031303 A1 WO2023031303 A1 WO 2023031303A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- reinforcing steel
- reinforcement
- holding
- tubular profile
- retaining
- Prior art date
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 127
- 238000000034 method Methods 0.000 title claims abstract description 43
- 238000005266 casting Methods 0.000 title claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 title abstract description 18
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 128
- 238000009415 formwork Methods 0.000 claims description 57
- 239000004567 concrete Substances 0.000 claims description 7
- 239000000758 substrate Substances 0.000 claims description 5
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000009969 flowable effect Effects 0.000 claims description 2
- 238000009416 shuttering Methods 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 150000001875 compounds Chemical class 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000009826 distribution Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
Definitions
- the invention relates to a holding system for holding a reinforcement or reinforcement arrangement comprising reinforcing steel and a method for erecting the holding system and a method for casting the holding system, in particular for the simple and individual erection of buildings or objects.
- the object of the invention is to create a holding system for holding a reinforcement or a reinforcement arrangement and a method for constructing the holding system and a method for casting the holding system, which is simple, can be carried out quickly and can also be designed individually.
- the invention achieves the goal of creating a holding system for holding a reinforcement or a reinforcement arrangement, which comprises a tubular connector system with at least one floor bracket and at least one tubular profile that can be at least plugged into the at least one floor bracket and has a longitudinal extension, with at least which has at least one tube profile transverse to the longitudinal extension through holes.
- At least one retaining rod can be inserted into at least one or two of the through-holes, it being possible in particular for the horizontal reinforcing steel to be attached or arranged on the at least one retaining rod.
- At least one retaining ring can be attached to the at least one tubular profile and can be continuously displaced along the longitudinal extension of the at least one tubular profile and can be positioned in a fixed and detachable manner on the at least one tubular profile, with the retaining ring having at least one receptacle for the in particular horizontal reinforcing steel.
- the floor mount can be fastened to or in a subsurface.
- the floor mount preferably comprises a floor panel and a pipe socket in or on the floor panel. Other versions of floor mounts with at least one pipe attachment or a pipe mount are also possible.
- the respective tubular attachment of the floor mount and the respective tubular profile and connecting pieces preferably comprise hollow profiles or are preferably hollow profiles.
- the tube attachment has a smaller or tapered diameter compared to the inside diameter of the tube profile and can therefore be inserted into the tube profile.
- the reinforcing steel can be arranged on one side of the at least one tubular profile or on opposite outer sides of the at least one tubular profile.
- the respective reinforcing steel on one of the opposite outer sides of the at least one tubular profile lies parallel to the respective reinforcing steel on the other of the opposite outer side of the at least one tubular profile.
- Hook-shaped or rod-shaped inserts which can be inserted or inserted into the through-holes, are also understood to be holding rods.
- the hook-shaped or rod-shaped inserts can each be inserted into one or two through-holes.
- the through-holes into which or through which the retaining rod can be inserted are radially opposite one another on an axial plane in the tube profile.
- the hook-shaped or rod-shaped inserts can each be inserted into one of the through-holes or into two vertically or horizontally adjacent or radially opposite through-holes present on an axial plane in the tube profile. If necessary, the respective holding rod and/or the hook-shaped or rod-shaped inserts are also guided through the through-holes in a connecting piece or the floor mount.
- a retaining ring is understood to mean a holder that can be clamped or tensioned on or around the respective tubular profile in the manner of a clamp or clamp.
- Retaining rod and retaining ring are equal components that support the fulfillment of the uniform inventive concept, which can be used individually or together in combination to hold the reinforcement or reinforcement arrangement or the reinforcement steel or to fix it for filling.
- An individual holding system for a reinforcement comprising reinforcement steel is advantageously created, which can be erected quickly and is also easy to implement using an automated process.
- through-holes are present in the at least one tubular profile transversely to the longitudinal extension, which, in addition to accommodating components, also allow the filling compound, for example a concrete, to also fill the cavities or interior spaces of all tubular profiles and thus prevent air inclusions.
- the filling compound for example a concrete
- the holding system can advantageously be used for different heights. In this way, tube profiles can be shortened or lengthened as required.
- the object of the invention is further achieved in that a method for erecting the holding system for holding a reinforcement or reinforcement arrangement, wherein individual steps are carried out by at least one floor bracket is attached to or in a substrate or that a connecting piece is arranged, that at least one tubular profile with a longitudinal extension is further inserted into or onto the at least one floor holder or the connecting piece, wherein the at least one tubular profile has through holes transverse to the longitudinal extension, so that at least one retaining rod is inserted into the through holes and at least one, in particular horizontal, reinforcing steel is arranged or attached to the at least one retaining rod.
- At least one retaining ring with at least one receptacle for the in particular horizontal reinforcing steel is placed on the at least one tubular profile and pushed and positioned in a detachable manner along the longitudinal extension of the at least one tubular profile, with the at least one receptacle holding the at least one Reinforcing steel is arranged or attached.
- any floor plans for later wall arrangements can thus be seen.
- the distance between the tube profiles can vary, or the orientation or angling of adjacent tube profiles can vary.
- the reinforcement or the reinforcement arrangement or the reinforcing steel in particular the horizontal reinforcing steel, extends over at least two adjacent tube profiles.
- a simple or rough frame of reinforcing steel is first arranged, which forms the stable basis for the further arrangement of the reinforcing steel, which is then completed to form the reinforcement or reinforcement arrangement.
- the object of the invention is also achieved in that a method for casting or filling the holding system for holding a reinforcement or a reinforcement arrangement is created, with a distance in front of and behind the erected holding system, comprising a pipe connector system with at least one floor bracket or a connecting piece, at least one tube profile inserted into the floor mount or the connecting piece with at least one retaining rod and/or at least one retaining ring with at least one receptacle for at least part of the reinforcement or reinforcement arrangement in the form of reinforcement steel, at least along or parallel to the reinforcement steel starting at the subsoil at least over the height or the vertical of the reinforcement or the vertical extent of the reinforcing steel, a formwork wall is printed as lost formwork with a suitable material and then the space inside the formwork wall as lost formwork
- the backfilling process can be repeated for further floors or height sections or height extensions by lengthening the respective tubular profile and arranging and fastening the reinforcement by means of the at least one retaining rod and/or the at least one retaining ring.
- the already printed formwork wall forms the base for the further formwork wall.
- the at least one tubular profile can be lengthened by means of a connecting piece and at least one further tubular profile with a longitudinal extension, reinforcements of any height or height can be set up and thus individual structures or objects can be built.
- the at least one tube profile can be lengthened by means of a connecting piece and at least one further tube profile with a longitudinal extension for storeys or for height sections or height extensions, individual or height-adapted reinforcements can be erected.
- the reinforcement or the reinforcement arrangement can be lengthened or expanded as required and individually, so that the reinforcement does not protrude or protrudes to a limited extent. It can be used to build buildings or objects individually and according to requirements.
- the at least one floor mount and/or the respective connecting piece and/or the at least one further tubular profile point transversely to the
- through-holes through-holes wherein at least a subset of the through-holes of the at least one floor bracket and/or the respective connecting piece with the through-holes of the at least one tubular profile and/or the at least one further tubular profile are arranged one above the other or centered on one another or aligned.
- This ensures that when the reinforcement or reinforcement arrangement is cast with a casting compound, for example concrete, the reinforcement or reinforcement arrangement is completely enclosed and also completely filled, so that cavities are avoided.
- one, two or more of the through-holes of the tube profile and the connecting piece can be arranged one above the other or centered on one another or aligned in the overlapping area. This can also be done on the floor mount and the respective plugged pipe profile.
- the through-holes of the tubular profile and the connecting piece or the floor mount and the respective plugged-on tubular profile, which lie axially in one plane in the longitudinal extension, can also be arranged one above the other or centered on one another in the overlapping area or aligned.
- through-holes in the tube profile, in the connecting piece or in the floor mount can be completely or partially covered or covered or blocked.
- the respective holding rods can be individually and appropriately aligned and distributed on or in the tubular profile as required.
- the respective connecting piece, the at least one tubular profile and the at least one additional tubular profile have a round cross-section
- the respective connecting piece, the at least one tubular profile and/or the at least one additional tubular profile can be twisted or aligned in a twisted manner relative to one another.
- the retaining ring can also be twisted and aligned as required.
- the reinforcement or the reinforcement steel can also be arranged or aligned individually. Complicated or complex, for example three-dimensional geometries or orientations of the reinforcement or the reinforcing steel are thus favored.
- the ground can be a ground foundation or any other suitable ground.
- the at least one retaining rod advantageously has at least one bore or at least one circumferential groove, with at least one securing pin being inserted in the at least one bore can be inserted and/or at least one securing clip can be inserted into the at least one circumferential groove, so that a position fixing, positioning or fastening of the reinforcement or the reinforcement steel on the retaining rod is promoted.
- the at least one retaining bar has at least one retaining disc and/or at least one retaining roller. This also facilitates positional fixing, positioning or attachment of the reinforcement or the reinforcement steel on the retaining rod.
- the reinforcement or the reinforcement arrangement or the reinforcement steel can be arranged directly on the retaining bar or on the at least one retaining disc, on the at least one retaining roller, on the at least one safety pin and/or on the at least one safety clip, or by the reinforcement or the reinforcement arrangement or the reinforcing steel can be arranged between two retaining disks, retaining rollers, securing pins and/or securing clips, or if the reinforcement or the reinforcing arrangement or the reinforcing steel can be arranged between a combination of retaining disk, retaining roller, securing pin and/or securing clip, this also becomes a position fixation , Positioning or attachment of the reinforcement or the reinforcing steel as well as a multiple arrangement of the reinforcement or the reinforcement arrangement or the reinforcing steel on the support rod. In this way, two or more reinforcements can be arranged in different levels or layers on the retaining rod
- the individual arrangement or alignment of the reinforcement is made possible by the fact that the at least one holder can be positioned on the at least one tubular profile and/or the at least one additional tubular profile in a rotatable or stepless manner in an angular position around the longitudinal stretch and can be rotated and fixed in place or the reinforcing steel favored. This is how complicated or complex, for example spatial geometries or orientations of the reinforcement or the reinforcing steel favors.
- the recordings are distributed uniformly or unevenly over the circumference and/or the at least one recording on at least one retaining ring has a permanent magnet or a profile. This favors an individual, simple and quick construction of the reinforcement or the reinforcement steel. In this way, different arrangements or orientations of the reinforcement or the reinforcement steel can be provided or combined.
- a permanent magnet as a ring magnet on the respective retaining ring corresponds to an even distribution over the circumference of the retaining ring.
- the reinforcing steel at least in the form of rods or rods and/or by the reinforcing steel being arranged vertically and/or horizontally and/or by the vertically arranged reinforcing steel in front of and/or behind the horizontally arranged reinforcing steel or by the horizontally arranged reinforcing steel being in front of and/or arranged or fastened behind the vertically arranged reinforcing steel, individual and/or complex arrangements or structures of the reinforcement or the reinforcing steel can be seen as required.
- the at least one horizontally arranged reinforcing steel resting on the mounts on the at least one retaining ring for example by means of a support, clamp or permanent magnet or on the retaining rod directly or on the at least one retaining disc, on the at least one retaining roller on the respective pipe profile, a simple and quick construction of the reinforcement or a simple and quick arrangement of the reinforcement steel favored .
- the at least one tubular profile is lengthened or arranged by inserting the connecting piece, for example in each case into a tubular profile, with the connecting piece preferably having a smaller outer diameter than the inner diameter of the tubular profile and/or by inserting at least one other Tubular profile, which has a tapered end or a smaller outer diameter than the inner diameter of the tubular profile, which can thereby be inserted directly into another tubular profile.
- the at least one tubular profile is extended individually and as required for further floors or for height sections or height extensions by inserting a connecting piece and/or by inserting at least one further tubular profile. Carrying out the procedure is simplified and accelerated.
- the respective reinforcing steel being arranged vertically and/or horizontally in the method for erecting the holding system, with the respective vertically arranged reinforcing steel being fastened in front of and/or behind the respective horizontally arranged reinforcing steel or that the respective horizontally arranged reinforcing steel being fastened in front of and/or behind the respective vertically arranged reinforcing steel is fastened, a needs-based and individual reinforcement can advantageously be set up or a needs-based and individual arrangement of the reinforcing steel can be promoted.
- the installation of the reinforcement is simplified by the arrangement of the reinforcement steel .
- simplified structures of the reinforcement can be set up first, which lead to a basic stability of the respective arrangement of the reinforcement steel, which is perfected in further work steps.
- the parts of the reinforcing steel that are more difficult to access are preferably provided first.
- the reinforcement is then completed by arranging the reinforcement steel that is still missing.
- the respective vertical reinforcing steel is first arranged or fastened to the at least one horizontally arranged reinforcing steel at least in the upper and/or lower region of the respective tubular profile and then the respective horizontal reinforcing steel that is still missing is distributed over the height of the vertical reinforcing steel or attached to the respective vertical rebar, the arrangement of the rebar is simplified and speeded up.
- the arrangement of the reinforcement steel is also simplified and accelerated.
- the pressure of the formwork wall takes place as lost formwork with a quick-setting concrete and/or that the filling of the space inside the formwork wall as lost formwork and the retaining system with a flowable and/or a fine-grained concrete and/or a self-compacting Concrete takes place, the pressure of the formwork wall respectively is lost Speeds up formwork and promotes reliable grouting.
- FIG. 1 shows a three-dimensional representation of a holding system for holding a reinforcement or an armoring arrangement
- FIG Holding system for holding an armouring or an armouring arrangement from FIG. 2
- FIG. 4 a sectional representation of a detailed view of a holding system for holding an armouring or an armouring arrangement
- FIG. 6 shows a retaining ring of a retaining system for retaining a reinforcement or reinforcement arrangement
- Fig. 7 is a detailed view as a sectional view of a floor mount of a holding system for holding a reinforcement or a reinforcement arrangement
- Fig. 8 is a detailed view as a sectional view of a holding system for holding a reinforcement or a reinforcement arrangement in the area of the subsoil, Mounting of a reinforcement or reinforcement arrangement in a three-dimensional view
- Fig. 10 to Fig. 12 the assembly process of a holding system for holding a reinforcement or a reinforcement arrangement
- Fig. 13 a holding system for holding a reinforcement or a reinforcement arrangement with a formwork wall in a three-dimensional view
- Fig. 14 to FIG. 20 the course of the casting or filling of a holding system for holding a reinforcement or reinforcement arrangement.
- Figure 1 shows a holding system according to the invention for holding a reinforcement or reinforcement arrangement, in which a tubular connector system 1 comprises at least one floor bracket 2 and at least one tubular profile 3 that can be at least plugged into the at least one floor bracket 2 as a hollow profile with a longitudinal extension.
- a tubular connector system 1 comprises at least one floor bracket 2 and at least one tubular profile 3 that can be at least plugged into the at least one floor bracket 2 as a hollow profile with a longitudinal extension.
- the respective tube profiles 3 in this exemplary embodiment and in the following exemplary embodiments have through holes 10 .
- the through holes 10 are distributed geometrically evenly on the respective tube profile 3 .
- the holding system shown comprises two floor brackets 2, each with a tubular profile 3.
- the respective floor mount 2 comprises, for example as shown in FIG. 9, a floor plate 19 and a tubular extension 20 as a hollow profile.
- the floor mount 2 is fastened to or in a substructure 9 by means of anchor bolts 17 which are in contact with the floor plate 19 .
- the two tubular sections 3 and the tubular extension 20 as a hollow section have through-holes 4 transverse to the longitudinal extension.
- the tube attachment 20 has an outside diameter that is smaller or tapered than the inside diameter of the tube profile 3 .
- At least one retaining ring 7 is slipped onto the at least one tubular profile 3 and can be continuously displaced along the length of the at least one tubular profile 3 .
- the retaining ring 7 can be rotated on the respective tubular profile 3 or continuously rotated in an angular position about the longitudinal extension and can be positioned in a fixed and detachable manner in accordance with the desired height and angular position.
- the retaining rings 7 have receptacles 8 for the reinforcing steel 6 .
- the receptacles 8 on the respective retaining ring 7 are evenly distributed over the circumference.
- the recordings 8 on the respective retaining ring 7 in the upper area of the tube profile 3 include a semicircular profile.
- the recordings 8 on the respective retaining ring 7 in the lower area of the respective tube profile 3 comprise at least one permanent magnet.
- the permanent magnet can be arranged as a ring magnet on the respective retaining ring 7, which corresponds to an even distribution over the circumference.
- the reinforcing steel 6 is in the form of bars and is arranged vertically and horizontally in a grid or as a reinforcing arrangement.
- the horizontal reinforcement steel 6 extends over the two pipe sections 3 of the pipe connector system 1.
- the vertical reinforcement steel 6 is behind the horizontal ones Reinforcing steel 6 arranged.
- a connecting piece 10 is inserted into each of the two tubular profiles 3 at the upper end.
- the connecting piece 10 also has the through holes 4 .
- a respective tube profile 3 can be extended with a further tube profile 3 via the respective connecting pieces 10, for example for a new floor or for a new or further height section.
- FIG. 2 is a detailed view in three-dimensional representation of a holding system for holding a reinforcement or reinforcement arrangement and in Figure 3 is a sectional view of a detailed view of a holding system for holding a reinforcement or reinforcement arrangement from Figure 2, with through two opposite through holes 4 in the tube profile 3 with further through holes 4, a support rod 5 is inserted or pushed through.
- a horizontal reinforcing steel 6 is arranged on a holding roller 14 on the holding rod 5 opposite the tubular profile 3 and is fastened by means of two locking pins 12 blocking the holding roller 14 .
- Further locking pins 12 are arranged in the holding rod 5 on the tube profile 3 in each case.
- the retaining rod 5 has bores 11 through which the securing pins 12 are inserted.
- the reinforcing steel 6 is also in rod form and is arranged vertically and horizontally in a grid or as a reinforcing arrangement. As shown in particular in FIG. 3, the vertical reinforcing steel 6 is arranged behind the horizontal reinforcing steel 6 in the space between and next to the tubular sections 3 .
- a connector 10 is inserted at the top.
- the connecting piece 10 also has the through holes 4 .
- the through holes 4 of the connector 10 are, as particularly shown in Figure 3 shown, arranged in alignment with the Du chgangslochen 4 of the tube profile 3 .
- the tube profile 3 can be extended with a further tube profile 3 via the connecting piece 10, for example for a new floor or for a new or further height section.
- Figure 4 shows a sectional representation of a detailed view of a retaining system for retaining a reinforcement or reinforcement arrangement, with at least one retaining ring 7 slipped onto the tubular section 3 of the tubular connector system 1 and being continuously displaceable and rotatable along the longitudinal extension of the at least one tubular section 3 or continuously in an angular position Rotatable around the longitudinal extension and positionable according to the desired height and angular position.
- the retaining ring 7 comprises receptacles 8 for the horizontal reinforcement steels 6 of the reinforcement arrangement.
- the receptacles 8 on the respective retaining ring 7 are evenly distributed over the circumference, so that, as shown, a receptacle 8 is present on both sides of the tube profile 3 .
- the receptacles 8 on the retaining ring 7 each comprise a semicircular profile which is open at the top and on which the uppermost horizontal reinforcement steel 6 of the reinforcement arrangement is inserted in this exemplary embodiment.
- the vertical reinforcing steels 6 are arranged and fastened to this topmost horizontal reinforcing steel 6 .
- the other horizontal reinforcing steels 6 are arranged and fastened to the vertical reinforcing steels 6 .
- the tubular profile 3 and the connecting piece 10 have through-holes 4, the through-holes 4 being arranged in alignment in an axial plane in the longitudinal direction.
- FIG. 5 shows a holding rod 5 of a holding system for holding a reinforcement or reinforcement arrangement.
- On the Holding rod 5 are in the region of the respective ends two holding discs 13 and between the holding discs 13 a holding roller 14 is arranged.
- Securing pins 12 are inserted into bores 11 outside of the retaining disks 13 . Additional holes 11 are available for any additional locking pins 12.
- Figure 6 shows a retaining ring 7 of a retaining system for retaining a reinforcement or reinforcement arrangement, with four receptacles 8 distributed evenly over the circumference of the central opening 21 through which the retaining ring 7 is inserted or pushed onto the tubular profile present, which have an upwardly open semicircular profile, in which the respective horizontal reinforcing steel 6 can be inserted.
- FIG. 7 shows a detailed illustration as a sectional illustration of a floor mount 2 of a holding system for holding a reinforcement or reinforcement arrangement on a base 9 .
- the floor mount 2 has a floor plate 19 and a pipe attachment 20 attached to the floor plate 19 .
- the base bracket 2 is anchored or fastened in the subsurface 9.
- the tubular profile 3 is slipped onto the tubular extension 20 and thus forms the tubular connector system 1.
- Through-holes 4 are present in the tubular extension 20 and in the tubular profile 3, the through-holes 4 being aligned in an axial plane in the longitudinal direction.
- the reinforcing steel 6 extends from the top into the area of the floor mount 2 .
- FIG. 8 shows a detail view as a sectional view of a holding system for holding a reinforcement or a reinforcement arrangement in the area of the substrate 9.
- the two floor mounts 2 each having a floor plate 19 and a pipe attachment 20 attached to the floor plate 19 .
- the floor mounts 2 are anchored or fastened to the subsoil 9 by means of anchor bolts 17 .
- the anchor bolts 17 are inserted through the respective bottom plate 19 and are in contact with it.
- a tubular section 3 is attached to the respective tubular socket 20 and thus forms the pipe connection system 1.
- the respective tubular socket 20 and in the respective tubular section 3 there are through-holes 4, the through-holes 4 being aligned in an axial plane in the longitudinal direction.
- the reinforcement steel 6 as a reinforcement arrangement extends laterally on or over both tube profiles 3 and extends into the area of the floor brackets 2.
- the respective tube profiles 3, further tube profiles 3, tube attachments 20 of the respective floor brackets 2 and the respective connecting pieces 10 in the exemplary embodiments preferably have a round cross section.
- the method according to the invention for erecting the holding system for holding a reinforcement or reinforcement arrangement provides for the following steps, with, as shown in Figure 10, two floor brackets 2, for example, being fastened to or in a substrate 9 with anchor bolts 17, that in or on the two floor brackets 2
- a tubular profile 3 is inserted with a longitudinal extension to form a tubular connector system 1, the at least one tubular profile 3 having through-holes 4 transverse to the longitudinal extension.
- a retaining rod 5 is inserted at least into the through-holes 4 in the upper area of the respective tube profile 3 .
- a horizontal reinforcing steel 6 is arranged or attached to both or opposite sides of the tubular sections 3, wherein the horizontal reinforcement steel 6 extends over the two tube profiles 3. Furthermore, if required, one or two further horizontal reinforcement steels 6 can be arranged on each side and, as required, support rods 5 can be inserted in the respective tubular profile 3 at the appropriate height.
- the vertical reinforcing steels 6 are then arranged and connected to the horizontal reinforcing steels 6 that are already present. Thereafter, the remaining missing horizontal reinforcing steels 6 are arranged for the reinforcement or the reinforcement arrangement as shown in FIG.
- the vertical reinforcing steels 6 are advantageously inserted or arranged from above and connected to the at least one horizontal reinforcing steel by means of wire or by means of contact welding.
- the respective reinforcing steel 6 is arranged vertically and horizontally.
- the order or arrangement of the reinforcing steels 6 can be varied individually.
- the respective vertically arranged reinforcing steel 6 can be attached in front of and/or behind the respective horizontally arranged reinforcing steel 6 or the respective horizontally arranged reinforcing steel 6 can be attached in front of and/or behind the respective vertically arranged reinforcing steel 6 .
- At least one retaining ring 7 with at least one receptacle 8 for the reinforcing steel 6 can be attached to the respective tubular profile 3, which is then displaced along the longitudinal extension to the desired height according to the requirement and attached to the respective tubular profile 3 is releasably positioned.
- the respective reinforcing steel 6 is arranged or attached to the respective receptacle 8 as described above.
- the support rods 5 and the retaining rings 7 can also be used in combination, so that, for example, in the upper part of a tube profile 3 support rods 5 and in the lower part of a Pipe profile 3 retaining rings 7 are used.
- a connecting piece 10 is inserted into the respective tube profile 3 and another tube profile 3 is placed on the connecting piece 10.
- a tube profile 3 can be lengthened directly by a further tube profile 3 if this further tube profile 3 has a tapered section which is inserted into the tube profile 3 to be lengthened.
- the retaining system can be cast or expire with the reinforcement or reinforcement arrangement with the reinforcement steels 6 .
- FIG. 13 shows a holding system for holding a reinforcement or a reinforcement arrangement with a formwork wall in a three-dimensional representation according to FIG.
- FIG. 13 shows a holding system for holding a reinforcement or a reinforcement arrangement with a formwork wall in a three-dimensional representation according to FIG.
- FIG. 13 shows a printed formwork wall 15 in FIG. 13 behind the holding system with the holder for the reinforcement or reinforcement arrangement.
- Another formwork wall is not shown, which would have to be printed in front of the holding system with the holder for the reinforcement or reinforcement arrangement, after which the reinforcement or reinforcement arrangement would be filled.
- the method according to the invention for casting or filling the holding system for holding a reinforcement or reinforcement arrangement provides that spaced in front of and behind the erected holding system, comprising a pipe connector system 1 with at least one floor bracket 2, at least one plugged into the floor bracket 2 Tubular profile 3 with at least one retaining rod 5 for at least part of the reinforcement or reinforcement arrangement in the form of reinforcement steel 6, as shown in Figure 14, at least along the reinforcement steel 6 or parallel to the reinforcement steel 6 on the base 9, beginning at least over the height of the reinforcement steel 6 As shown in Figure 15, a formwork wall 15 is printed as lost formwork and then the space 16 within the formwork wall 15 as lost formwork and the holding system, as shown in Figure 16, is filled.
- the pressure of the formwork wall 15 is extended to the front ends of the pipe connector system 1 in the area of the outer pipe profiles.
- the pressure of the formwork wall 15 as permanent formwork is preferably carried out with a quick-setting concrete.
- the filling of the space 16 within the formwork wall 15 as lost formwork and the holding system is preferably carried out with a free-flowing and a self-compacting concrete.
- connection piece 10 that may be present protrudes above the filling, so that an extension can be made by means of a further tubular profile 3 for a further floor or height extension.
- the filling process can now be repeated, with the already printed formwork wall 15 now forming the substrate for the further formwork wall 15 .
- the lengthening takes place by means of at least one further tubular profile 3 with holding rod 5, as is shown in FIG.
- the reinforcing steels 6 are arranged as shown in FIG.
- spaced in front of and behind the erected holding system with the pipe connector system 1 with a connector 10 which is inserted into the connector 10 inserted tubular profile 3 with the retaining rod 5 for the reinforcement or reinforcement arrangement in the form of reinforcement steel 6, starting at least along the reinforcement steel 6 or parallel to the reinforcement steel 6 on the base 9, which is now the previous formwork wall 15, at least over the height of the reinforcement steel 6, as shown in Figure 19, a formwork wall 15 is printed as lost formwork.
- the space 16 within the formwork wall 15 is then filled as a lost formwork and the holding system, as shown in FIG.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102021122918.9 | 2021-09-03 | ||
DE102021122918 | 2021-09-03 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2023031303A1 true WO2023031303A1 (en) | 2023-03-09 |
Family
ID=83400592
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2022/074251 WO2023031303A1 (en) | 2021-09-03 | 2022-08-31 | Holding system for holding a reinforcement or reinforcing arrangement and method for erecting the holding system and also method for casting the holding system in place |
Country Status (2)
Country | Link |
---|---|
DE (1) | DE102022122074A1 (en) |
WO (1) | WO2023031303A1 (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2203477A (en) * | 1987-04-13 | 1988-10-19 | Gary Kenneth Busch | Concrete building construction |
EP1403321A1 (en) * | 2001-05-18 | 2004-03-31 | DAICEL CHEMICAL INDUSTRIES, Ltd. | Form made from recycled resin |
WO2005014955A1 (en) * | 2003-08-07 | 2005-02-17 | Patrick Joseph Scallan | Moulding of concrete walls |
-
2022
- 2022-08-31 WO PCT/EP2022/074251 patent/WO2023031303A1/en active Application Filing
- 2022-08-31 DE DE102022122074.5A patent/DE102022122074A1/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2203477A (en) * | 1987-04-13 | 1988-10-19 | Gary Kenneth Busch | Concrete building construction |
EP1403321A1 (en) * | 2001-05-18 | 2004-03-31 | DAICEL CHEMICAL INDUSTRIES, Ltd. | Form made from recycled resin |
WO2005014955A1 (en) * | 2003-08-07 | 2005-02-17 | Patrick Joseph Scallan | Moulding of concrete walls |
Also Published As
Publication number | Publication date |
---|---|
DE102022122074A1 (en) | 2023-03-09 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2725166A1 (en) | Method for creating concreting sections with the aid of a rail-guided self-climbing formwork system | |
DE10158524A1 (en) | Pile device and method for the construction of concrete piles in soft ground | |
WO2019122118A1 (en) | Polygonal strutting system with node points for bracing foundation pits | |
EP4105404A1 (en) | Positioning aid for use in mounting a concrete molding insert | |
DE69613322T4 (en) | Process for connecting structural elements | |
EP1304429B1 (en) | Concrete shuttering with side bracing | |
WO2023031303A1 (en) | Holding system for holding a reinforcement or reinforcing arrangement and method for erecting the holding system and also method for casting the holding system in place | |
EP2430245B1 (en) | Process for forming a foundation | |
DE3835320A1 (en) | DEVICE FOR LINING DRILL HOLES WITH PRE-SHAPED LINING ELEMENTS | |
DE102022107159A1 (en) | Vertical support for a scaffold, scaffold and method for producing a vertical support | |
EP1338724B1 (en) | Method for erecting a structure having an annular concrete wall | |
DE202007011041U1 (en) | Lost formwork body | |
EP1126091A2 (en) | Mounting support and process using such a support for mounting a prefabricated element on a building part | |
DE3882532T2 (en) | CONSTRUCTION METHOD FOR CONCRETE PILLARS FOR A PLATFORM OR SIMILAR CONSTRUCTION. | |
EP3921490A1 (en) | Mounting system for mounting an anchoring device and method for mounting an anchoring device on a partial construction made of concrete | |
WO2023012273A1 (en) | Formwork system for a wall element, comprising a free-standing frame section | |
DE69801084T2 (en) | METHOD FOR UNDERWALLING A WALL OR WALL | |
DE2236377A1 (en) | PROCESS FOR PRODUCING GROUND ANCHORING, IN PARTICULAR FOR BUILDING CONSTRUCTIONS, PILLARS, MASTS AND POST, AND GROUND ANCHORING PRODUCED ACCORDING TO THE PROCESS | |
EP0857834B1 (en) | Method and frame for erecting concrete walls | |
DE102021120441A1 (en) | System for shuttering a wall element with a combination of formwork and a scaffolding section | |
AT408004B (en) | Prefabricated-concrete-wall shuttering-element system | |
DE266834C (en) | ||
DE102021214963A1 (en) | suspension shoe | |
EP0670400A1 (en) | Method for erecting columns for buildings or similar cut tubular form for realising such method | |
DE1459925C (en) | Buildings made from prefabricated components |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 22773599 Country of ref document: EP Kind code of ref document: A1 |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2022773599 Country of ref document: EP |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
ENP | Entry into the national phase |
Ref document number: 2022773599 Country of ref document: EP Effective date: 20240403 |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 22773599 Country of ref document: EP Kind code of ref document: A1 |