DE102022122074A1 - RETAINING SYSTEM FOR RETAINING A REINFORCEMENT OR REINFORCEMENT ASSEMBLY AND METHOD OF ESTABLISHING THE RETAINING SYSTEM AND METHOD OF POTING THE RETAINING SYSTEM - Google Patents

Abstract

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, quick to carry out and can also be designed individually. Holding system for holding an armouring or armouring arrangement, comprising a tubular connector system (1) with at least one floor bracket (2) and at least one tubular profile (3) with a longitudinal extension that can be at least plugged into the at least one floor bracket (2), wherein at least the at least one tubular profile and/or At least one retaining ring (7) can be pushed onto the at least one tubular profile (3) and can be displaced along the longitudinal extent of the at least one tubular profile (3) and can be positioned in a fixed, detachable manner on the at least one tubular profile (3), the retaining ring (7) having at least one receptacle (8) for the reinforcing steel (6) and that the floor mount (2) can be attached to or in a substrate (9).

Description

The invention relates to a holding system for holding an armouring or armouring arrangement comprising reinforcing steel and a method for constructing the holding system and a method for casting the holding system, in particular for the simple and individual erection of structures 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.

In the specified application, 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 the at least a tubular profile has through holes transversely to the longitudinal extension. 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. As an alternative or in addition to the at least one retaining rod, at least one retaining ring can be attached to the at least one tubular profile and can be displaced steplessly along the longitudinal extent of the at least one tubular profile and positioned in a fixed, 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 substrate.

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 thus 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.

For example, 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.

Advantageously, 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.

Likewise, 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.

Likewise, 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.

Advantageously, through-holes are present in the at least one tubular profile transversely to the longitudinal extent, which, in addition to accommodating components, allow the filling compound to For example, a concrete also fills the cavities or interior spaces of all pipe profiles and thus prevents air pockets.

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 also achieved in that a method for erecting the holding system for holding a reinforcement or reinforcement arrangement, individual steps being carried out by at least one floor holder being attached to or in a substrate or by arranging a connecting piece that further in or at least one tubular profile with a longitudinal extension is pushed onto the at least one floor bracket or the connecting piece, the at least one tubular profile having 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 attached to the at least one retaining rod placed or attached. As an alternative or in addition 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 extent of the at least one tubular profile, with the at least one receptacle being attached to the at least one reinforcing steel placed or attached.

Advantageously, any floor plans can be provided for later wall arrangements. For example, the distance between the tube profiles can vary, or the orientation or angling of adjacent tube profiles can vary.

In the case of two or more adjacent tube profiles, the reinforcement or the reinforcement arrangement or the reinforcing steel, in particular the horizontal reinforcing steel, extends over at least two adjacent tube profiles.

Advantageously, 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.

Thus, initially only individual or isolated, for example horizontal, reinforcing steels can be arranged, which are supplemented by individual or isolated vertical reinforcing steels, before the respectively missing vertical and horizontal reinforcing steels are arranged.

Likewise, the object of the invention is further achieved in that a method for casting or filling the holding system for holding a reinforcement or reinforcement arrangement is created, with spaced 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 in the tubular profile inserted into the floor bracket 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 on the ground 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 within the formwork wall as lost formwork un d the holding system is filled with a suitable filling material.

What is achieved is that the reinforcement or the reinforcement arrangement or the reinforcement steel is completely enclosed by a filling compound without additional compaction measures and cavities are filled. With the lost circuit, additional formwork structures can also be dispensed with, which considerably simplifies the construction process for a building or object and shortens the time.

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.

Advantageous configurations of the holding system and the respective method are presented in the respective dependent claims.

Since the at least one tube profile can be lengthened by means of a connecting piece and with at least one further tube profile with a longitudinal extent, reinforcements of any height or height can be set up and thus individual structures or objects can be set up.

Because the at least one tube profile can be extended by means of a connecting piece and at least one further tube profile with a longitudinal extension for floors or for height sections or height extensions, individual or erect height-adjusted reinforcements. In addition, the reinforcement or the reinforcement arrangement can be lengthened or expanded as required and individually, so that the reinforcement does not protrude, or only to a limited extent. It can be used to build buildings or objects individually and according to requirements.

In a further development, the at least one floor mounting and/or the respective connecting piece and/or the at least one further tubular profile have through holes transverse to the longitudinal extension, whereby at least a subset of the through holes of the at least one floor mounting and/or the respective connecting piece are connected to the through holes of the at least a tube profile and/or the at least one further tube 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. For example, 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 on the floor mount and the respective attached tube profile. The through holes of the tubular profile and the connecting piece or the floor mount and the respective attached 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.

Likewise, 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.

Since the through-holes are geometrically evenly distributed on the at least one tubular profile and/or the further tubular profile, the respective holding rods can be individually and appropriately aligned and distributed on or in the tubular profile as required.

Since the at least one floor bracket, 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.

Because the floor mount can be fastened to or in the ground by means of anchor bolts, a reliable hold on a floor is promoted. 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, at least one securing pin being able to be inserted into the at least one bore and/or at least one securing clip being able to be inserted into the at least one circumferential groove, so that position fixing, positioning or attachment of the reinforcement or the reinforcement steel on the support rod.

The at least one holding bar advantageously has at least one holding disk and/or at least one holding roller. This also facilitates fixing the position, 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 rod or on the at least one retaining disk, on the at least one retaining roller, on the at least one securing pin and/or on the at least one securing clip
or
in that the reinforcement or the reinforcement arrangement or the reinforcement steel can be arranged between two retaining disks, retaining rollers, securing pins and/or securing clips, or
since the reinforcement or the reinforcement arrangement or the reinforcing steel can be arranged between a combination of holding disk, retaining roller, securing pin and/or securing clip, a positional fixation, positioning or attachment of the reinforcement or the reinforcing steel as well as a multiple arrangement of the reinforcement or the reinforcing arrangement or the reinforcing steel on the holding rod favored. In this way, two or more reinforcements can be arranged in different planes or positions on the retaining rod

The fact that the at least one retaining ring can be positioned on the at least one tubular profile and/or the at least one additional tubular profile in a rotatable or continuously variable manner in an angular position around the longitudinal extension and can be firmly and releasably positioned, favors the individual arrangement or alignment of the reinforcement or the reinforcement steel. So complicated or complex, for example spatial che geometries or alignments of the reinforcement or the reinforcing steel favored.

In a development, with two or more receptacles on at least one retaining ring, the receptacles are distributed uniformly or unevenly over the circumference and/or the at least one receptacle 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.

The use of a permanent magnet as a ring magnet on the respective retaining ring corresponds to an even distribution over the circumference of the retaining ring.

By the reinforcing steel being present at least in the form of rods or rods and/or that the reinforcing steel is arranged vertically and/or horizontally and/or that the vertically arranged reinforcing steel is in front of and/or behind the horizontally arranged reinforcing steel or that the horizontally arranged reinforcing steel is in front of and/or behind is arranged or fastened to the vertically arranged reinforcement steel, individual and/or complex arrangements or structures of the reinforcement or the reinforcement steel can be provided as required.

By 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 faster construction of the reinforcement or a simple and quick arrangement of the reinforcing steel.

In a further development of the method for setting up the holding system, 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. This simplifies and accelerates the implementation of the method.

In a further development of the method for setting up the holding system, 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.

By 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.

In the method for erecting the holding system with two or more tubular profiles arranged spaced apart from one another, the at least one reinforcing steel horizontally in an upper area or the at least one reinforcing steel horizontally at least in the upper and lower area on or between at least two of the two or more tubular profiles arranged spaced apart from one another is arranged on the at least one retaining rod and/or on the at least one retaining ring with at least one receptacle, the construction of the reinforcement is simplified by the arrangement of the reinforcement steel. In this way, 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. Thus, 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.

In the method for erecting the holding system, 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.

By inserting or arranging the at least one vertical reinforcement steel from above and/or connecting it to the at least one horizontal reinforcement steel by means of wire or contact welding during the method for erecting the holding system, the arrangement of the reinforcement steel is also simplified and accelerated.

By the method for casting the retaining system, 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 or lost formwork is accelerated and reliable casting is promoted.

Since the pressure of the formwork wall is extended as permanent formwork to the front ends of the pipe connector system in the area of the outer pipe profiles during the method for casting the retaining system, additional formwork elements on the front ends of the formwork wall or the wall to be printed or erected can be dispensed with. The procedure is simplified and accelerated.

In the method for casting the retaining system before, during or after at least filling the space within the formwork wall as lost formwork and the retaining system onto the existing formwork wall as lost formwork, another formwork wall is printed and filled as lost formwork for another floor or another height section will speed up the process. In this way, filling can be carried out more efficiently, even across floors.

• 1 ein Haltesystem für die Halterung einer Armierung oder Armierungsanordnung in räumlicher Darstellung,
• 2 eine Detailansicht in räumlicher Darstellung eines Haltesystem für die Halterung einer Armierung oder Armierungsanordnung,
• 3 eine Schnittdarstellung einer Detailansicht eines Haltesystem für die Halterung einer Armierung oder Armierungsanordnung aus 2,
• 4 eine Schnittdarstellung einer Detailansicht eines Haltesystem für die Halterung einer Armierung oder Armierungsanordnung,
• 5 einen Haltestab eines Haltesystems für die Halterung einer Armierung oder Armierungsanordnung,
• 6 einen Haltering eines Haltesystems für die Halterung einer Armierung oder Armierungsanordnung,
• 7 eine Detaildarstellung als Schnittdarstellung einer Bodenhalterung eines Haltesystems für die Halterung einer Armierung oder Armierungsanordnung,
• 8 eine Detaildarstellung als Schnittdarstellung eines Haltesystems für die Halterung einer Armierung oder Armierungsanordnung im Bereich des Untergrundes,
• 9 eine Bodenhalterung eines Haltesystems für die Halterung einer Armierung oder Armierungsanordnung in räumlicher Darstellung,
• 10 bis 12 den Aufbauvorgang eines Haltesystems für die Halterung einer Armierung oder Armierungsanordnung,
• 13 ein Haltesystem für die Halterung einer Armierung oder Armierungsanordnung mit einer Schalungswand in räumlicher Darstellung und
• 14 bis 20 den Ablauf des Vergießens oder Verfüllens eines Haltesystems für die Halterung einer Armierung oder Armierungsanordnung.

Several exemplary embodiments of the invention are illustrated in the drawings and are described in more detail below. Show it:

• 1 a three-dimensional representation of a holding system for holding an armouring or armouring arrangement,
• 2 a detailed view in spatial representation of a holding system for holding a reinforcement or reinforcement arrangement,
• 3 a sectional view of a detailed view of a holding system for holding a reinforcement or reinforcement arrangement 2 ,
• 4 a sectional view of a detailed view of a holding system for holding a reinforcement or reinforcement arrangement,
• 5 a holding rod of a holding system for holding a reinforcement or reinforcement arrangement,
• 6 a retaining ring of a retaining system for retaining a reinforcement or reinforcement arrangement,
• 7 a detailed view as a sectional view of a floor mount of a holding system for holding a reinforcement or reinforcement arrangement,
• 8th a detailed view as a sectional view of a holding system for holding a reinforcement or reinforcement arrangement in the area of the subsoil,
• 9 a floor mount of a holding system for holding a reinforcement or reinforcement arrangement in a spatial representation,
• 10 until 12 the assembly process of a holding system for holding a reinforcement or reinforcement arrangement,
• 13 a holding system for holding a reinforcement or reinforcement arrangement with a formwork wall in a spatial representation and
• 14 until 20 the process of casting or filling a holding system for holding a reinforcement or reinforcement arrangement.

The 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.

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.

In this exemplary embodiment and in the following exemplary embodiments, for example as in FIG 9 shown, a base plate 19 and a pipe extension 20 as a hollow profile.

In this exemplary embodiment and in the following exemplary embodiments, 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 transversely 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 longitudinal extension of the at least one tubular profile 3 . Likewise, 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 according to the desired height and angular position.

The retaining rings 7 have receptacles 8 for the reinforcing steel 6. In the specific exemplary embodiment, 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. Thus, 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 reinforcing steel 6 extends over the two pipe profiles 3 of the pipe connector system 1. The vertical reinforcing steel 6 is arranged behind the horizontal reinforcing steel 6 in each case.

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.

In 2 is a detailed view in three-dimensional representation of a holding system for holding a reinforcement or reinforcement arrangement and in 3 12 is a sectional representation of a detailed view of a holding system for holding a reinforcement or a reinforcement arrangement 2 shown, with 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 support rod 5 has, as is particularly the case in 3 shown, holes 11 through which the locking 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. The vertical reinforcement steel 6 is, as is particularly the case in 3 shown, each arranged behind the horizontal reinforcing steel 6 to the space between and next to the pipe profiles 3.

In the tube profile 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 connecting piece 10 are, as particularly shown in 3 shown, arranged to the through holes 4 of the tube profile 3 in alignment.

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.

The 4 shows a sectional view of a detailed view of a holding system for holding an armouring or armouring arrangement, at least one holding ring 7 being slipped onto the tubular profile 3 of the tubular connector system 1 and being continuously displaceable and rotatable along the longitudinal extent of the at least one tubular profile 3 or continuously rotatable in an angular position about the longitudinal extent and can be fixed and releasably positioned according to the desired height and angle.

The retaining ring 7 comprises receptacles 8 for the horizontal reinforcement steels 6 of the reinforcement arrangement. In the specific exemplary embodiment, 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. First of all, 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 .

On the tube profile 3 a connector 10 is attached. The tube profile 3 and the connection Manure piece 10 have through-holes 4, the through-holes 4 being arranged in a longitudinal plane in an axial plane in alignment.

The 5 shows a holding rod 5 of a holding system for holding a reinforcement or reinforcement arrangement. Two retaining disks 13 are arranged on the retaining rod 5 in the region of the respective ends, and a retaining roller 14 is arranged between the retaining disks 13 . 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.

The 6 shows a retaining ring 7 of a retaining system for mounting a reinforcement or reinforcement arrangement, with four receptacles 8 being distributed uniformly on the retaining ring 7 over the circumference of the central opening 21 through which the retaining ring 7 is inserted or pushed onto the tubular profile have an upwardly open semicircular profile, in which the respective horizontal reinforcing steel 6 can be inserted.

In 7 a detailed view as a sectional view of a floor mount 2 of a holding system for holding a reinforcement or reinforcement arrangement on a substrate 9 is shown. As already described above, the floor mount 2 has a floor plate 19 and a pipe attachment 20 attached to the floor plate 19 . By means of four anchor bolts 17, for example, which are inserted through the base plate 19 and are in contact with it, the base bracket 2 is anchored or fastened in the subsurface 9.

The tubular profile 3 is attached to the tubular extension 20 and thus forms the tubular connector system 1. In the tubular extension 20 and in the tubular profile 3 there are through-holes 4, the through-holes 4 being arranged in a longitudinally axial plane in alignment.

The reinforcing steel 6 extends from the top into the area of the floor mount 2.

In 8th 1 is a detailed representation as a sectional representation of a retaining system for retaining a reinforcement or reinforcement arrangement in the area of the subsoil 9 , with the two floor mounts 2 each having a base plate 19 and a tubular attachment 20 attached to the base 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. In 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 setting up the holding system for holding a reinforcement or reinforcement arrangement provides for the following steps, with 10 shown, on or in a substrate 9, for example, two floor mounts 2 are attached with anchor bolts 17 that in or on the two floor mounts 2, as in 11 is shown, in each case a tube profile 3 with a longitudinal extension is plugged into a tube connector system 1, the at least one tube profile 3 having through-holes 4 transversely to the longitudinal extension. Furthermore, as in 11 shown, at least in the through holes 4 in the upper area of the respective tube profile 3 each have a support rod 5 inserted. A horizontal reinforcing steel 6 is arranged or attached to the two retaining rods 5 on both or opposite sides of the tubular profiles 3 , the horizontal reinforcing steel 6 extending over the two tubular 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 for the reinforcement or the reinforcement arrangement are arranged as shown in FIG 12 is shown.

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. So the respective vertically arranged reinforcing steel 6 in front of and/or behind the respective horizontally arranged reinforcing steel 6 or the respective horizontally arranged reinforcing steel 6 in front of and/or behind the respective vertically arranged reinforcing steel 6 are fastened.

As an alternative or in addition to the retaining rods 5, 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 extent to the desired height according to the requirement and can be fixed to the respective tubular profile 3 is positioned. The respective reinforcing steel 6 is arranged or attached to the respective receptacle 8 as described above.

The retaining rods 5 and the retaining rings 7 can also be used in combination, so that, for example, retaining rods 5 are used in the upper area of a tube profile 3 and retaining rings 7 are used in the lower area of a tube profile 3 .

To extend the respective tube profile 3, a connecting piece 10 is inserted into the respective tube profile 3 and another tube profile 3 is placed on the connecting piece 10.

Likewise, 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.

Once the reinforcement or reinforcement arrangement with the reinforcement steels 6 has been arranged on the holder or the retaining system, the retaining system can be cast or filled with the reinforcement or reinforcement arrangement with the reinforcement steels 6 .

For this purpose, the holding system is surrounded by a formwork, as shown in 13 is shown. In 13 is a holding system for holding a reinforcement or reinforcement arrangement with a formwork wall in a spatial representation according to 1 shown. For the construction of the holding system in 13 will refer to the description 1 and, where appropriate, reference is made to the description of the other figures. In addition to 1 is in 13 A printed formwork wall 15 is shown 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 support system for holding a reinforcement or reinforcement arrangement provides that spaced in front of and behind the erected support system, comprising a pipe connector system 1 with at least one floor bracket 2, at least one pipe profile 3 inserted into the floor bracket 2 with at least one Holding rod 5 for at least part of the reinforcement or reinforcement arrangement in the form of reinforcement steel 6, as shown in 14 , at least along the reinforcing steel 6 or parallel to the reinforcing steel 6 starting at the base 9 at least over the height of the reinforcing steel 6, as in 15 shown, 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 in FIG 16 shown, is filled.

Here, 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.

Furthermore, 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.

Only the 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 .

Correspondingly, in the concrete exemplary embodiment according to the method for erecting the holding system, the extension is carried out by means of at least one further tubular profile 3 with holding rod 5, as is shown in 17 is shown. Furthermore, the reinforcing steels 6 are arranged as in 18 shown. Then, at a distance in front of and behind the erected holding system with the tubular connector system 1 with a connector 10, the tubular profile 3 inserted into the connector 10 with the retaining rod 5 for the reinforcement or reinforcement arrangement in the form of reinforcing steel 6, at least along the reinforcing steel 6 or parallel to the Reinforcing steel 6 starting at the base 9, which is now the previous formwork wall 15, at least over the height of the reinforcing steel 6, as in 19 shown, a Formwork wall 15 printed as lost formwork. The space 16 within the formwork wall 15 is then used as lost formwork and the holding system, as in 20 shown, filled.

Reference List

1

pipe rack system

2

floor mount

3

Tube profile, further tube profile

4

through hole

5

support rod

6

reinforcement steel

7

retaining ring

8th

Recording

9

underground

10

connector

11

drilling

12

locking pin

13

retaining washer

14

holding roller

15

formwork wall

16

Space

17

anchor bolt

18

backfill

19

bottom plate

20

tube attachment

21

opening

Claims (23)

Holding system for holding a reinforcement or reinforcement arrangement, comprising a tubular connector system (1) with at least one floor mount (2) and at least one tubular profile (3) that can be at least plugged into the at least one floor mount (2) and has a longitudinal extension, wherein at least the at least one tube profile (3) has through holes (4) transverse to the longitudinal extent, - wherein at least one retaining rod (5) can be inserted into at least one or two of the through holes (4), wherein reinforcing steel (6) can be attached or arranged on the at least one retaining rod (5) and/or - At least one retaining ring (7) being attachable to the at least one tubular profile (3) and being displaceable along the longitudinal extent of the at least one tubular profile (3) and being positionable in a fixed, detachable manner on the at least one tubular profile (3), the retaining ring (7) having at least one Recording (8) for the reinforcing steel (6). and that the floor mount (2) can be fastened to or in a base (9). retention system claim 1 , characterized in that the at least one tube profile (3) can be lengthened by means of a connecting piece (10) and with at least one further tube profile (3) with a longitudinal extension and/or that for storeys or for height sections or height extensions the at least one tube profile (3) can be lengthened or expanded by means of a connecting piece (10) and with at least one further tubular profile (3) with a longitudinal extent. Holding system according to one of the preceding claims, characterized in that the at least one floor mounting (2) and/or the respective connecting piece (10) and/or the at least one further tubular profile (3) has through holes (4) transversely to the longitudinal extent, with at least one Subset of the through-holes (4) of the at least one floor bracket (2) and/or the respective connecting piece (10) with the through-holes (4) of the at least one tubular profile (3) and/or the at least one further tubular profile (3) one above the other or centered on one another or arranged in a row. Holding system according to one of the preceding claims, characterized in that the through-holes (10) are geometrically evenly distributed on the at least one tubular profile (3) and/or the further tubular profile (3). Holding system according to one of the preceding claims, characterized in that the at least one floor holder (2), the respective connecting piece (10), the at least one tubular profile (3) and the at least one further tubular profile (3) have a round cross-section. Holding system according to one of the preceding claims, characterized in that the floor mounting (2) can be fastened to or in the substructure (9) by means of anchor bolts (17). Retaining system according to one of the preceding claims, characterized in that the at least one retaining rod (5) has at least one bore (11) or at least one circumferential groove, at least one securing pin (12) being able to be inserted into the at least one bore (11) and/or or at least one securing clip can be inserted into the at least one circumferential groove. Holding system according to one of the preceding claims, characterized in that the at least one holding bar (5) has at least one holding disk (13) and/or at least one holding roller (14). Holding system according to one of the preceding Claims 7 and 8th , characterized in that the reinforcing steel (6) on the retaining rod (5) directly or on the at least one retaining disc (13), on the at least one retaining roller (14), on the at least one locking pin (12) and/or on the at least a safety clamp can be arranged or that the reinforcing steel (6) can be arranged between two holding disks (13), holding rollers (14), safety pins (1) and/or safety clamps or that the reinforcing steel (6) can be arranged between a combination of holding disk (13), holding roller (14), locking pin (12) and / or locking clip can be arranged. Retaining system according to one of the preceding claims, characterized in that the at least one retaining ring (7) can be positioned on the at least one tubular profile (3) and/or the at least one further tubular profile (3) in a rotatable or stepless manner in an angular position about the longitudinal extension and can be rotated and fixedly releasably positioned is. Retaining system according to one of the preceding claims, characterized in that when there are two or more receptacles (8) on at least one retaining ring (7), the receptacles (8) are distributed uniformly or unevenly over the circumference and/or that the at least one receptacle (8 ) has a permanent magnet or a profile on at least one retaining ring (7). Holding system according to one of the preceding claims, characterized in that the reinforcing steel (6) is present at least in the form of rods or rods and/or that the reinforcing steel (6) is arranged vertically and/or horizontally and/or that the vertically arranged reinforcing steel (6) and/or behind the horizontally arranged reinforcing steel (6) or that the horizontally arranged reinforcing steel (6) is arranged or fastened in front of and/or behind the vertically arranged reinforcing steel (6). Retaining system according to one of the preceding claims, characterized in that at least the at least one horizontally arranged reinforcing steel (6) on the receptacle (8) on the at least one retaining ring (7) or on the retaining rod (5) directly or on the at least one retaining disc (13 ), on which at least one holding roller (14) rests on the respective tubular profile (3). Method for erecting the holding system for holding a reinforcement or reinforcement arrangement claim 1 until 13 , characterized by the following steps, - that at least one floor mounting (2) is attached to or in a base (9) or a connecting piece (10) is arranged, - that in or on the at least one floor mounting (2) or the connecting piece (10 ) at least one tubular profile (3) is inserted with a longitudinal extent, wherein the at least one tubular profile (3) has through holes (4) transverse to the longitudinal extent, - that at least one retaining rod (5) is inserted into the through holes (4) and on which at least at least one reinforcing steel (6) is arranged or attached to a retaining rod (5) and/or - at least one retaining ring (7) with at least one receptacle (8) for the reinforcing steel (6) is placed and displaced on the at least one tubular profile (3). and is positioned in a fixed and detachable manner along the longitudinal extent of the at least one tubular profile (3), the at least one reinforcing steel (6) being arranged or attached to the at least one receptacle (8). ir. procedure after Claim 14 , characterized in that the at least one tubular profile (3) is lengthened by inserting the connecting piece (10) and/or by inserting at least one further tubular profile (3) and/or that for further floors or for height sections or height extensions the extension of the at least a tubular profile (3) by inserting the connecting piece (10) and/or by inserting at least one further tubular profile (3). Method according to any of the preceding Claims 14 and 15 that the respective reinforcing steel (6) is arranged vertically and/or horizontally, the respective vertically arranged reinforcing steel (6) being fastened in front of and/or behind the respective horizontally arranged reinforcing steel (6) or that the respective horizontally arranged reinforcing steel (6) is fastened in front of and/or behind the respective vertically arranged reinforcing steel (6). Method according to any of the preceding Claims 14 until 16 , characterized in that with two or more tubular profiles (3) arranged spaced apart from one another - the at least one reinforcing steel (6) horizontally in an upper area or - the at least one reinforcing steel (6) horizontally at least in the upper and lower area on or between at least two of the two or more tube profiles (3) spaced apart from one another. Method according to any of the preceding Claims 14 until 17 , characterized in that the respective vertical reinforcing steel (6) is first arranged or fastened to the at least one horizontally arranged reinforcing steel (6) at least in the upper and/or lower area of the respective tubular profile (3) and then the respective horizontal reinforcing steel ( 6) distributed over the height of the vertical reinforcement steel (6) or attached to the respective vertical reinforcement steel (6). Method according to any of the preceding Claims 14 until 18 , characterized in that the at least one vertical reinforcing steel (6) is inserted or arranged from above and/or is connected to the at least one horizontal reinforcing steel (6) by means of wire or by means of contact welding. Method for casting or filling the holding system for holding a reinforcement or reinforcement arrangement claim 1 until 13 characterized in that at a distance in front of and behind the erected holding system, comprising a tubular connector system (1) with at least one floor mount (2) or a connecting piece (10), at least one tubular profile (3 ) with at least one retaining rod (5) and/or at least one retaining ring (7) with at least one receptacle (8) for at least part of the reinforcement or reinforcement arrangement in the form of reinforcement steel (6), at least along the reinforcement steel (6) or parallel to it the reinforcement steel (6) on the substrate (9), starting at least over the height of the reinforcement steel (6), 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 are filled becomes. procedure after claim 20 , characterized in that the formwork wall (15) is pressed as lost formwork with a quick-setting concrete and/or that the space (16) inside the formwork wall (15) is filled as lost formwork and the holding system with a flowable and/or a fine-grained concrete and/or a self-compacting concrete. Method according to any of the preceding claims 20 and 21 , characterized in that the pressure of the shuttering wall (15) is extended to the front ends of the pipe connector system (1) in the area of the outer pipe profiles. Method according to any of the preceding claims 20 and 22 , characterized in that before, during or at least after the filling of the space (16) within the formwork wall (15) and the holding system on the existing formwork wall (15), a further formwork wall (15) as lost formwork for a further floor or a further elevation section is printed and filled.

Images