EP2140077B1 - Prefabricated part - Google Patents
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- EP2140077B1 EP2140077B1 EP08700878.5A EP08700878A EP2140077B1 EP 2140077 B1 EP2140077 B1 EP 2140077B1 EP 08700878 A EP08700878 A EP 08700878A EP 2140077 B1 EP2140077 B1 EP 2140077B1
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- European Patent Office
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- elements
- tensile
- pressure
- prefabricated part
- another
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional [3D] extent, e.g. lattice girders
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0062—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects forcing the elements into the cast material, e.g. hooks into cast concrete
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/028—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
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- 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
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
Definitions
- the present invention relates to a prefabricated part of a plurality of substantially mutually parallel elements, which are made of hardenable casting compound and which are interconnected by at least one reinforcement device with a connecting device.
- Reinforcement devices are known in high numbers and many embodiments.
- DE 72 40 114 U discloses a reinforcement device for prefabricated parts, which consist of mutually parallel elements, which are made of curable casting compound and interconnected by connecting devices, wherein the connecting devices corrugated sheet-like surface are formed multi-dimensionally and with the elements of hardenable casting compound a kar-, pressure and Shear-resistant composite form.
- US Pat. No. 2,088,645 A and US 2005/0155306 A1 show reinforcement devices for prefabricated parts, which consist of mutually parallel elements, which are made of hardenable casting compound and interconnected by connecting devices, wherein the connecting devices of grid-shaped arranged and interconnected rods, which lie in one plane.
- US 2005/0155306 A1 further shows three-dimensionally bent connecting bracket 2, with which juxtaposed and stacked prefabricated parts can be connected to each other by the connecting bracket are hooked to the lattice-shaped connecting devices of adjacent FertigBaumaschine.
- the invention is based on the object to provide a prefabricated part with a reinforcing device, which does not have the disadvantages of the prior art, and when used in the manufacture of finished parts and the latest regulations in terms of statics, thermal insulation, corrosion resistance and the like ., But nevertheless has a low mass, low cost in the production caused and allows a simple and therefore cost-effective processing.
- the prefabricated parts consist of several, largely parallel to each other arranged elements, which are made of hardenable casting compound and which are interconnected by at least one reinforcement device with a connecting device, wherein the connecting device is formed two-dimensionally multi-dimensional and with the elements hardenable casting compound forms a tensile, compressive and shear-resistant composite, wherein the connecting device consists of a composite of at least two tensile, compressive and shear elements, which are arranged between the mutually parallel elements and anchored in the curable casting material.
- the composite of the at least two tensile, compressive and shear elements is produced by a composite member located between the ends of the tensile and compressive elements and spatially recessed from these ends, these ends being in the curable molding compound can be anchored.
- the composite component is formed by a flat element with wave-shaped cross section, or it is formed by a flat element with meandering cross-section.
- a reinforcement device is advantageous when the connecting device consists of a composite of at least two tensile and / or pressure elements, wherein the longitudinal axis of at least one tensile, compressive and shear element is substantially perpendicular to the plane of the mutually parallel elements.
- the composite component is formed by a flat element with a structured surface, or if the composite component is formed by a wire-like element.
- Reinforcing devices can be advantageously used if the connecting device are arranged in multiple execution between the mutually parallel elements and anchored in the curable casting material.
- a connecting device is configured particularly favorable when the composite component extends in a plane which extends perpendicularly between the elements arranged parallel to one another, and when the outer edges of the composite component facing the mutually parallel elements can be anchored in their curable casting compound.
- the composite component extends in a plane which runs perpendicularly between the elements arranged parallel to one another, wherein the outer edges of the composite component facing the mutually parallel elements can be positively anchored in their curable casting compound.
- a connecting device is also particularly advantageous if the tension and / or pressure elements can be arranged between the elements arranged parallel to one another and configured such that they can be anchored in a form-fitting manner in their hardenable casting compound.
- tension and / or pressure elements are designed in several parts.
- the tensile and / or pressure elements may advantageously consist of different materials.
- the tensile and / or pressure elements may consist of fiber composite materials, or they may consist of metallic materials.
- a connecting device can also be designed advantageously if the composite component is designed in several parts, wherein the composite component of may consist of different materials. These materials may be fiber composite materials and / or metallic materials.
- a connecting device can be configured if it consists of a combination of three tensile and / or pressure elements, wherein the longitudinal axis of a tensile and / or pressure element is substantially perpendicular to the plane of the mutually parallel elements, and the longitudinal axes of two other tensile and / or pressure elements at a small angle to the longitudinal axis of the vertical tension and / or pressure element.
- An advantageous connecting device also results when it consists of a composite of several tensile and / or pressure elements, wherein the longitudinal axes of the tensile and / or pressure elements extend at a small angle to the perpendicular to the plane of the mutually parallel elements.
- the connecting device consists of corrosion-resistant material or is corrosion-resistant surface-finished.
- FIG. 1 is a prefabricated part 1 shown in the form of a double-shelled wall.
- a double-walled wall here consists for example of two mutually parallel elements 2 and 3, which are also referred to as inner 2 and outer shell 3.
- inner 2 and outer shells 3 respectively mild steel or Baustahlgewebe 4, 5 is cast, each already in the production of the individual shells, as described in an earlier, but not yet published application of the applicant in detail.
- the reference numeral 6 denotes a connecting device, which is shown above the prefabricated part 1.
- the connection device 6 has a plurality of tensile and / or pressure elements 7, which are interconnected by a composite component 8.
- the composite component 8 is located between the free ends of the tension and / or pressure elements 7 and is spatially set back relative to these.
- the connecting device 6 is in the case of an already completed wall - which was formed by the prefabricated part 1 - between the inner shell 2 and the outer shell 3, that is different from the illustration in FIG FIG. 1 , In FIG. 1 is to be illustrated, in which orientation the connecting device 6 between the inner shell 2 and the outer shell 3 is to be positioned. An arrow 9 makes this clear.
- the connecting device 6 positioned in its position between the inner shell 2 and the outer shell 3 and the bivalve wall is positioned vertically in the manufacture of the prefabricated part 1, it is filled with hardenable casting compound, here with concrete G.
- the connecting device 6 is then used to stiffen the prefabricated part 1 by being formed multi-dimensional surface and forms a tensile, compressive and shear-resistant composite with the elements 2 and 3 of curable casting.
- FIG. 2 is a prefabricated part 1 with inserted connecting device 6 illustrated in partial section
- FIG. 3 is a connecting device 6, as in the embodiment in FIG. 2 is used, shown in cross section.
- the composite member 8 is anchored with its extending at the outer edges 10 areas in the mutually parallel inner and outer shells 2 and 3. This anchoring takes place by insertion into the not yet cured casting compound G in the production of the individual inner and outer shells 2 and 3.
- the tensile and / or pressure elements 7 dive far into the casting mass G.
- the connecting device 6 has a multi-dimensional surface and forms with the inner and outer shells 2 and 3 of curable casting material G a tensile, compressive and shear-resistant composite.
- the tension and / or pressure elements 7 do not extend to the outer surfaces of the inner and outer shells 2 and 3.
- the connecting device 6 with the tensile and pressure-resistant elements 7 made of corrosion-resistant material or corrosion resistant surface-finished.
- the regions of the outer edges 10 of the composite component 8 are anchored in the manufacture of the elements that make up the inner and outer shells 2 and 3, in this.
- Each of the elements 2 or 3 is poured in a mold.
- FIG. 4 only briefly be listed in order to then explain the onset of the connecting devices 6 of the invention can.
- a horizontal mold which has a generally smooth shuttering surface
- concrete or other curable G veimasse G is filled to a predetermined height.
- the resulting plate of concrete or other hardenable casting material is provided with a reinforcement of structural steel or Baustahlgewebe 4 and poured this by further filling the mold with concrete or other curable casting material G.
- the connecting devices 6 according to the invention are used.
- the already finished element 2 is inserted with the connecting devices 6 and the tensile and / or pressure elements 7 ahead in the not yet cured casting G of the second element 3, until the still free outer edge 11 of the composite component 8 also in this element 3 abuts the Baustahlgewebe 5 and rests there.
- the casting compound G of the second element 3 hardens and a reinforced, double-shell prefabricated part 1 is produced.
- This double-shell prefabricated part 1 is taken out of the mold, placed vertically and is in the position as in FIG. 2 is shown.
- the connecting device 6 is anchored in each case to the regions of the outer edges 10 and 11 of its composite component 8 in the hardened casting compound G of the inner and outer shells 2 and 3, wherein the connecting device 6 has a multi-dimensional surface the elements 2 and 3 of hardenable casting compound forms a tensile, compressive and shear-resistant composite and contributes significantly to the stability of the prefabricated part 1.
- connection device 6 is shown in a perspective view.
- This connecting device 6 corresponds to the previously described connecting devices 6 from the FIGS. 1 to 4 , she is in FIG. 3 shown in cross section.
- the waveform of the Cross-section of their composite component 8 is particularly well suited to ensure the prefabricated part 1 sufficient stability with low weight, ease of use and low cost.
- the material suitable for this embodiment any material with sufficient strength, standard corrugated metal appears particularly advantageous.
- the design of the tension and / or pressure elements 7 is rod-cylindrical in this embodiment. They are attached to the composite component 8 in any suitable manner.
- FIG. 6 a variant of a connecting device 12 is shown, in which the wave-shaped composite component 13 is made of stronger material, such as fiber composite material.
- this fiber composite material can be arbitrarily shaped tensile and / or pressure elements insert.
- the reference numeral 14 denotes a tensile and / or pressure element with a straight, prismatic cross-section.
- the reference numeral 15 stands for a club-shaped tension and / or pressure element.
- 16 denotes a short-wave bent tensile and / or pressure element and 17 represents a rod-shaped cylindrical tensile and / or pressure element, as in FIG FIG. 5 .
- a long-wave curved tensile and / or pressure element is designated and 19 stands for a serrated tension and / or pressure element.
- the respective cross sections are adapted to the shape.
- FIG. 7 It is shown that still other embodiments for tensile and / or pressure elements are conceivable. With openings 21 in the surface of a composite component 22, the anchoring in the casting material G is further improved.
- the reference numerals 23 and 24 rod-shaped cylindrical tensile and / or pressure elements are referred to with different diameters.
- Reference numerals 25 and 26 stand for helical tension and / or pressure elements with different cross sections, also jagged tensile and / or pressure elements with 27 and meandering tensile and / or pressure elements are designated by 28.
- FIG. 8 a further variant of a connecting device 29 is shown, which essentially corresponds to the connecting device 20 according to FIG. 7 equivalent.
- the composite component 30 has no breakthroughs with respect to the connecting device 20, the tensile and / or pressure elements are largely identical and are therefore provided with the same reference numerals.
- FIG. 9 shows a tensile and / or pressure element 31 which is rod-shaped cylindrical, and at its front ends in each case carries a tuft of wires 32, which may be welded, for example.
- a tension and / or pressure element 33 can also be joined together from several individual parts.
- These three individual parts combine to form a complete tensile and / or pressure element 33, wherein the end pieces 33b and 33c can be bevelled at their respective free end faces.
- Such variations are particularly useful when the middle parts and the end pieces are made of different materials, or if they have different surface finish.
- the end pieces may, for example, be roughened or otherwise structured in order to be better anchored in the casting compound G.
- FIG. 11 A very similar variant is in FIG. 11
- a hollow cylindrical central portion 34a in each of which an end piece 34b and 34c can be introduced from both ends by means of a non-descript approach.
- These three individual parts combine to form a complete tensile and / or pressure element 34, wherein the end pieces 34b and 34c can be beveled at their respective free end faces.
- a tensile and / or pressure element of a cylindrical central portion 34d on whose end faces in each case a matching end piece 34e and 34f can be attached.
- Such variations are particularly useful when the middle parts and the end pieces are made of different materials, or if they have different surface finish.
- the end pieces can be sanded, for example, in order to be better anchored in the casting material G.
- FIG. 12 again a detail of an inner shell 2 is shown, in which a tensile and / or pressure element 35 is anchored in the casting material G.
- the end face of the tension and / or pressure element 35 has a teardrop-shaped end region 36, which is fixed in a form-fitting manner in the casting compound G.
- the unspecified outer edge of a likewise unspecified composite component is also anchored in an already described manner in the casting compound and largely corresponds to the above-described embodiments.
- FIG. 13 is shown very schematically an advantageous development of a connecting device according to the invention:
- a number of tensile and / or pressure elements 37, 38, 39 is interconnected by a composite component 40.
- the composite component is realized here as an arrangement of parallel wires 40.
- additional wireforms 41 may be provided. This embodiment illustrates the possibility of winding a plurality of connecting devices on a roll and thus make it magazinierbar.
- the tensile and / or pressure elements 42, 43, 44 can also assume small angles to one another, and that they can be connected to one another by a metal strip 45. In this embodiment, the weight is extremely reduced, which ensures lowest material consumption and lowest cost with sufficient strength.
- the surface of the tensile and / or pressure elements can be structured in any desired manner.
- a connecting device 46 can be realized, in which the composite component 47 has a meandering cross section.
- the tension and / or pressure elements 48, 49 and 50 are inserted into the meander suitable and can be configured arbitrarily.
- FIG. 16 Another embodiment is in FIG. 16 shown.
- a Baustahlgewebe 52 is placed on a shuttering plate 51, which is a part of a casting mold, as already described above.
- This Baustahlgewebe 52 stabilizes the inner or outer shell, which is to be poured.
- a connecting device 53 is provided with rectangular cutouts 54 into which the rods 57 of the structural steel fabric 52 project. Cutouts may also be formed as comb-like cutouts 55 and form the edge of the connecting device 53.
- the comb-like cutouts 55 engage in the further manufacturing process of the inner or outer shell in the reinforcement formed by the reinforcing steel of the second, later to be cast indoor or Outer shell.
- a composite of pressure and / or tension elements is provided in this embodiment by a continuous, flat structure 58, which is stabilized by a band as a composite component 59.
- connection device can be configured in various forms.
- the described embodiments are not intended to limit the invention defined in the claims in any way, but rather show that the invention can be configured in many different ways.
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Description
Die vorliegende Erfindung bezieht sich auf ein Fertigbau-Teil aus mehreren weitgehend parallel zueinander angeordneten Elementen, die aus aushärtbarer Gießmasse hergestellt und die durch wenigstens eine Bewehrungsvorrichtung mit einer Verbindungsvorrichtung miteinander verbunden sind.The present invention relates to a prefabricated part of a plurality of substantially mutually parallel elements, which are made of hardenable casting compound and which are interconnected by at least one reinforcement device with a connecting device.
Bewehrungsvorrichtungen sind in hoher Zahl und vielen Ausführungsformen bekannt.Reinforcement devices are known in high numbers and many embodiments.
Aus der
Eine weitere Lösung für das Herstellen von Fertigteilen im Baugewerbe wird in der
Aus dieser Druckschrift ist allerdings nicht ersichtlich, wie die statische Stabilität der zu gießenden Fertigteile gezielt bestimmt werden könnte. Ferner ist nicht zu entnehmen, dass ein definierter Verbund von Außenschalen und Gießbeton zustande kommen könnte. Zusammengefasst ist der Druckschrift nicht zu entnehmen, wie Bewehrungselemente ausgestaltet sein könnten, welche in mehrschaligen Fertigteilen einsetzbar sind und deren Festigkeit definiert bestimmbar ist.From this document, however, it is not apparent how the static stability of the finished parts to be cast could be determined specifically. Furthermore, it can not be deduced that a defined combination of outer shells and cast concrete could come about. In summary, the document does not show how reinforcing elements could be designed, which can be used in multi-shell prefabricated parts and their strength can be determined defined.
Demgegenüber liegt der Erfindung die Aufgabe zu Grunde, ein Fertigbau-Teil mit einer Bewehrungsvorrichtung zu schaffen, welche die Nachteile des Stands der Technik nicht aufweist, und die beim Einsatz in der Fertigteile-Herstellung auch den neuesten Vorschriften hinsichtlich Statik, Wärmedämmung, Korrosionsfestigkeit und dgl. Rechnung trägt, die aber dennoch eine geringe Masse aufweist, geringe Kosten bei der Herstellung verursacht und eine einfache und damit kostengünstige Verarbeitung erlaubt.In contrast, the invention is based on the object to provide a prefabricated part with a reinforcing device, which does not have the disadvantages of the prior art, and when used in the manufacture of finished parts and the latest regulations in terms of statics, thermal insulation, corrosion resistance and the like ., But nevertheless has a low mass, low cost in the production caused and allows a simple and therefore cost-effective processing.
Diese Aufgabe wird durch eine Vorrichtung mit den Merkmalen des Anspruchs 1 gelöst. Vorteilhafte Weiterbildungen sind den abhängigen Ansprüchen zu entnehmen.This object is achieved by a device having the features of claim 1. Advantageous developments can be found in the dependent claims.
Die Fertigbau-Teile bestehen aus mehreren, weitgehend parallel zueinander angeordneten Elementen, die aus aushärtbarer Gießmasse hergestellt und die durch wenigstens eine Bewehrungsvorrichtung mit einer Verbindungsvorrichtung miteinander verbunden sind, wobei die Verbindungsvorrichtung flächig mehrdimensional ausgebildet ist und mit den Elementen aus aushärtbarer Gießmasse einen zug-, druck- und scherfesten Verbund bildet, wobei die Verbindungsvorrichtung aus einem Verbund von wenigstens zwei Zug-, Druck- und Scherelementen besteht, die zwischen den parallel zueinander angeordneten Elementen angeordnet und die in deren aushärtbarer Gießmasse verankert sind.The prefabricated parts consist of several, largely parallel to each other arranged elements, which are made of hardenable casting compound and which are interconnected by at least one reinforcement device with a connecting device, wherein the connecting device is formed two-dimensionally multi-dimensional and with the elements hardenable casting compound forms a tensile, compressive and shear-resistant composite, wherein the connecting device consists of a composite of at least two tensile, compressive and shear elements, which are arranged between the mutually parallel elements and anchored in the curable casting material.
Außerdem wird bei der Bewehrungsvorrichtung der Verbund der wenigstens zwei Zug-, Druck und Scherelemente durch ein Verbund-Bauteil erzeugt, das sich zwischen den Enden der Zug- und Druckelemente befindet, und gegenüber diesen Enden räumlich zurückgesetzt ist, wobei diese Enden in der aushärtbaren Gießmasse verankerbar sind.In addition, in the reinforcing device, the composite of the at least two tensile, compressive and shear elements is produced by a composite member located between the ends of the tensile and compressive elements and spatially recessed from these ends, these ends being in the curable molding compound can be anchored.
Das Verbund-Bauteil wird durch ein flächiges Element mit wellenförmigem Querschnitt gebildet, oder es wird durch ein flächiges Element mit mäanderförmigem Querschnitt gebildet.The composite component is formed by a flat element with wave-shaped cross section, or it is formed by a flat element with meandering cross-section.
Vorteilhaft ist eine Bewehrungsvorrichtung dann, wenn die Verbindungsvorrichtung aus einem Verbund von wenigstens zwei Zug- und/oder Druckelementen besteht, wobei die Längsachse von wenigstens einem Zug-, Druck- und Scherelement im Wesentlichen senkrecht zur Ebene der parallel zueinander angeordneten Elemente verläuft.A reinforcement device is advantageous when the connecting device consists of a composite of at least two tensile and / or pressure elements, wherein the longitudinal axis of at least one tensile, compressive and shear element is substantially perpendicular to the plane of the mutually parallel elements.
Außerdem kann es vorteilhaft sein, wenn das Verbund-Bauteil durch ein flächiges Element mit strukturierter Oberfläche gebildet wird, oder wenn das Verbund-Bauteil durch ein drahtartiges Element gebildet wird.Moreover, it can be advantageous if the composite component is formed by a flat element with a structured surface, or if the composite component is formed by a wire-like element.
Bewehrungsvorrichtungen sind dann mit Vorteil einsetzbar, wenn die Verbindungsvorrichtung in mehrfacher Ausführung zwischen den parallel zueinander angeordneten Elementen angeordnet und in deren aushärtbarer Gießmasse verankert sind.Reinforcing devices can be advantageously used if the connecting device are arranged in multiple execution between the mutually parallel elements and anchored in the curable casting material.
Zur besonders günstigen Verarbeitung von Verbindungsvorrichtungen empfiehlt es sich, dass sie in mehrfacher Ausführung magazinierbar ist.For particularly favorable processing of connecting devices, it is recommended that it is magazines in multiple versions.
Eine Verbindungsvorrichtung ist dann besonders günstig ausgestaltet, wenn sich das Verbund-Bauteil in einer Ebene erstreckt, die senkrecht zwischen den parallel zueinander angeordneten Elementen verläuft, und wenn die den parallel zueinander angeordneten Elementen zugewandten Außenkanten des Verbund-Bauteils in deren aushärtbarer Gießmasse verankerbar sind.A connecting device is configured particularly favorable when the composite component extends in a plane which extends perpendicularly between the elements arranged parallel to one another, and when the outer edges of the composite component facing the mutually parallel elements can be anchored in their curable casting compound.
Darüber hinaus ist es vorteilhaft, wenn sich das Verbund-Bauteil in einer Ebene erstreckt, die senkrecht zwischen den parallel zueinander angeordneten Elementen verläuft, wobei die den parallel zueinander angeordneten Elementen zugewandten Außenkanten des Verbund-Bauteils in deren aushärtbarer Gießmasse formschlüssig verankerbar sind.Moreover, it is advantageous if the composite component extends in a plane which runs perpendicularly between the elements arranged parallel to one another, wherein the outer edges of the composite component facing the mutually parallel elements can be positively anchored in their curable casting compound.
Besonders vorteilhaft ist eine Verbindungsvorrichtung auch dann, wenn die Zug- und/oder Druckelemente zwischen den parallel zueinander angeordneten Elementen anordenbar und so ausgebildet sind, dass sie in deren aushärtbarer Gießmasse formschlüssig verankerbar sind.A connecting device is also particularly advantageous if the tension and / or pressure elements can be arranged between the elements arranged parallel to one another and configured such that they can be anchored in a form-fitting manner in their hardenable casting compound.
Ebenso kann es von Vorteil sein, wenn die Zug- und/oder Druckelemente mehrteilig ausgeführt sind.It may also be advantageous if the tension and / or pressure elements are designed in several parts.
Die Zug- und/oder Druckelemente können in vorteilhafter Weise aus unterschiedlichen Werkstoffen bestehen. Beispielsweise können die Zug- und/oder Druckelemente aus Faserverbund-Werkstoffen bestehen, oder sie können aus metallischen Werkstoffen bestehen.The tensile and / or pressure elements may advantageously consist of different materials. For example, the tensile and / or pressure elements may consist of fiber composite materials, or they may consist of metallic materials.
Eine Verbindungsvorrichtung kann auch vorteilhaft gestaltet sein, wenn das Verbund-Bauteil mehrteilig ausgeführt ist, wobei das Verbund-Bauteil aus unterschiedlichen Werkstoffen bestehen kann. Diese Werkstoffe können Faserverbund-Werkstoffe und/oder metallische Werkstoffe sein.A connecting device can also be designed advantageously if the composite component is designed in several parts, wherein the composite component of may consist of different materials. These materials may be fiber composite materials and / or metallic materials.
Sehr vorteilhaft kann eine Verbindungsvorrichtung ausgestaltet sein, wenn sie aus einem Verbund von drei Zug- und/oder Druckelementen besteht, wobei die Längsachse von einem Zug- und/oder Druckelement im Wesentlichen senkrecht zur Ebene der parallel zueinander angeordneten Elemente verläuft, und die Längsachsen der beiden anderen Zug- und/oder Druckelemente unter einem kleinen Winkel zur Längsachse des senkrechten Zug- und/oder Druckelements verlaufen.Very advantageously, a connecting device can be configured if it consists of a combination of three tensile and / or pressure elements, wherein the longitudinal axis of a tensile and / or pressure element is substantially perpendicular to the plane of the mutually parallel elements, and the longitudinal axes of two other tensile and / or pressure elements at a small angle to the longitudinal axis of the vertical tension and / or pressure element.
Eine vorteilhafte Verbindungsvorrichtung ergibt sich auch dann, wenn sie aus einem Verbund von mehreren Zug- und/oder Druckelementen besteht, wobei die Längsachsen der Zug- und/oder Druckelemente in einem kleinen Winkel zur Senkrechten auf die Ebene der parallel zueinander angeordneten Elemente verlaufen.An advantageous connecting device also results when it consists of a composite of several tensile and / or pressure elements, wherein the longitudinal axes of the tensile and / or pressure elements extend at a small angle to the perpendicular to the plane of the mutually parallel elements.
Ferner kann es sehr vorteilhaft sein, wenn die Verbindungsvorrichtung aus korrosionsfestem Werkstoff besteht oder korrosionsfest oberflächenveredelt ist.Furthermore, it can be very advantageous if the connecting device consists of corrosion-resistant material or is corrosion-resistant surface-finished.
Mit Hilfe von Ausführungsbeispielen wird die Erfindung nachstehend anhand von Zeichnungen noch näher erläutert.With the aid of exemplary embodiments, the invention will be explained in more detail below with reference to drawings.
Es zeigt:
- Figur 1
- ein Fertigbau-Teil mit einsatzfähiger Verbindungsvorrichtung;
Figur 2- ein Fertigbau-Teil mit eingesetzter Verbindungsvorrichtung im Teilschnitt;
- Figur 3
- eine Seitenansicht der in
eingesetzten Verbindungsvorrichtung;Figur 2 - Figur 4
- eine Detailansicht einer einseitig eingesetzten Verbindungsvorrichtung;
Figur 5- eine Verbindungsvorrichtung mit wellenförmigem Querschnitt;
Figur 6- eine Variante einer Verbindungsvorrichtung mit unterschiedlichen Zug- und/oder Druckelementen;
Figur 7- eine weitere Variante einer Verbindungsvorrichtung;
Figur 8- eine zusätzliche Variante einer Verbindungsvorrichtung;
- Figur 9
- ein Zug- und/oder Druckelement;
Figur 10- verschiedene mehrteilige Zug- und/oder Druckelemente;
Figur 11- verschiedene mehrteilige Zug- und/oder Druckelemente aus verschiedenen Werkstoffen;
Figur 11- eine weitere Variante einer Verbindungsvorrichtung in zwei Ansichten;
Figur 12- eine Einzelheit einer eingegossenen Verbindungsvorrichtung;
Figur 13- Zug- und/oder Druckelemente in magazinierbarer Mehrfach-Anordnung;
Figur 14- eine Variante mit schräg gestellten Zug- und/oder Druckelementen;
Figur 15- eine mäanderförmige Verbindungsvorrichtung und
Figur 16 eine weitere Variante mit kammartig gezacktem Außenrand.
- FIG. 1
- a prefabricated part with operational connection device;
- FIG. 2
- a prefabricated part with inserted connecting device in partial section;
- FIG. 3
- a side view of in
FIG. 2 used connecting device; - FIG. 4
- a detailed view of a unilaterally inserted connection device;
- FIG. 5
- a connecting device with wave-shaped cross section;
- FIG. 6
- a variant of a connecting device with different tensile and / or pressure elements;
- FIG. 7
- a further variant of a connecting device;
- FIG. 8
- an additional variant of a connecting device;
- FIG. 9
- a tensile and / or pressure element;
- FIG. 10
- various multipart tension and / or pressure elements;
- FIG. 11
- various multipart tension and / or pressure elements made of different materials;
- FIG. 11
- a further variant of a connecting device in two views;
- FIG. 12
- a detail of a molded connection device;
- FIG. 13
- Tensile and / or pressure elements in magazinierbarer multiple arrangement;
- FIG. 14
- a variant with inclined tensile and / or pressure elements;
- FIG. 15
- a meandering connection device and
FIG. 16 another variant with comb-like serrated outer edge.
In
In
Dieses Verfahren ist allgemein bekannt und soll hier ohne Anspruch auf Vollständigkeit anhand von
In
In
In einer weiteren Variante einer Verbindungsvorrichtung 20 gemäß
In
Auf die unterschiedlichsten Möglichkeiten, die Zug- und/oder Druckelemente auszugestalten, wird in den
In
Eine sehr ähnliche Variante ist in
In
In
In
Schließlich ist eine Verbindungsvorrichtung 46 realisierbar, bei der das Verbund-Bauteil 47 einen mäanderförmigen Querschnitt aufweist. Die Zug- und/oder Druckelemente 48, 49 und 50 sind in die Mäander passend eingefügt und können beliebig ausgestaltet sein.Finally, a connecting
Ein weiteres Ausführungsbeispiel ist in
Die vorstehenden Ausführungsbeispiele machen deutlich, dass eine erfindungsgemäße Verbindungsvorrichtung in vielfältiger Form ausgestaltet werden kann. So sollen die beschrieben Ausführungsformen die in den Patentansprüchen definierte Erfindung auch keinesfalls einschränken, sondern vielmehr zeigen, dass die Erfindung auf die unterschiedlichste Art und Weise ausgestaltet werden kann.The above embodiments make it clear that a connection device according to the invention can be configured in various forms. Thus, the described embodiments are not intended to limit the invention defined in the claims in any way, but rather show that the invention can be configured in many different ways.
- 11
- Fertigbau-TeilPrefabricated part
- 22
- Innenschaleinner shell
- 33
- Außenschaleouter shell
- 44
- Baustahlgewebereinforcing
- 55
- Baustahlgewebereinforcing
- 66
- Verbindungsvorrichtungconnecting device
- 77
- Zug- und/oder DruckelementTensile and / or pressure element
- 88th
- Verbund-BauteilComposite device
- 99
- Richtungspfeilarrow
- 1010
- Bereich Außenkante des Verbund-BauteilsArea outer edge of the composite component
- 1111
- Bereich Außenkante des Verbund-BauteilsArea outer edge of the composite component
- 1212
- Verbindungsvorrichtungconnecting device
- 1313
- Verbund-BauteilComposite device
- 1414
- Zug- und/oder DruckelementTensile and / or pressure element
- 1515
- Zug- und/oder DruckelementTensile and / or pressure element
- 1616
- Zug- und/oder DruckelementTensile and / or pressure element
- 1717
- Zug- und/oder DruckelementTensile and / or pressure element
- 1818
- Zug- und/oder DruckelementTensile and / or pressure element
- 1919
- Zug- und/oder DruckelementTensile and / or pressure element
- 2020
- Verbindungsvorrichtungconnecting device
- 2121
- Durchbruchbreakthrough
- 2222
- Verbund-BauteilComposite device
- 2323
- Zug- und/oder DruckelementTensile and / or pressure element
- 2424
- Zug- und/oder DruckelementTensile and / or pressure element
- 2525
- Zug- und/oder DruckelementTensile and / or pressure element
- 2626
- Zug- und/oder DruckelementTensile and / or pressure element
- 2727
- Zug- und/oder DruckelementTensile and / or pressure element
- 2828
- Zug- und/oder DruckelementTensile and / or pressure element
- 2929
- Verbindungsvorrichtungconnecting device
- 3030
- Verbund-BauteilComposite device
- 3131
- Zug- und/oder DruckelementTensile and / or pressure element
- 3232
- Drähtewires
- 3333
- mehrteiliges Zug- und/oder Druckelementmulti-part tensile and / or pressure element
- 33a33a
- Mittelteilmidsection
- 33b33b
- Endstücktail
- 33c33c
- Endstücktail
- 33d33d
- Mittelteilmidsection
- 33e33e
- Endstücktail
- 33f33f
- Endstücktail
- 3434
- mehrteiliges Zug- und/oder Druckelementmulti-part tensile and / or pressure element
- 34a34a
- Mittelteilmidsection
- 34b34b
- Endstücktail
- 34c34c
- Endstücktail
- 34d34d
- Mittelteilmidsection
- 34e34e
- Endstücktail
- 34f34f
- Endstücktail
- 3535
- Zug- und/oder DruckelementTensile and / or pressure element
- 3636
- tropfenförmigen Endbereichdrop-shaped end region
- 3737
- Zug- und/oder DruckelementTensile and / or pressure element
- 3838
- Zug- und/oder DruckelementTensile and / or pressure element
- 3939
- Zug- und/oder DruckelementTensile and / or pressure element
- 4040
- Verbindungsdrahtconnecting wire
- 4141
- Verankerungsdrahtanchor wire
- 4242
- Zug- und/oder DruckelementTensile and / or pressure element
- 4343
- Zug- und/oder DruckelementTensile and / or pressure element
- 4444
- Zug- und/oder DruckelementTensile and / or pressure element
- 4545
- Verbund-BauteilComposite device
- 4646
- Verbindungsvorrichtungconnecting device
- 4747
- Verbund-BauteilComposite device
- 4848
- Zug- und/oder DruckelementTensile and / or pressure element
- 4949
- Zug- und/oder DruckelementTensile and / or pressure element
- 5050
- Zug- und/oder DruckelementTensile and / or pressure element
- 5151
- Schalungsplatteshuttering panel
- 5252
- Baustahlgewebereinforcing
- 5353
- Verbindungsvorrichtungconnecting device
- 5454
- rechteckige Ausschnitterectangular cutouts
- 5555
- kammartige Ausschnittecomb-like cutouts
- 5656
- Rand der VerbindungsvorrichtungEdge of the connection device
- 5757
- Stäberods
- 5858
- Zug- und/oder DruckelementTensile and / or pressure element
- 5959
- Verbund-BauteilComposite device
Claims (15)
- Prefabricated part (1) made from a plurality of elements (2, 3) arranged substantially parallel to one another, which are produced from hardenable casting compound (G) and are connected to one another by at least one reinforcing device with a connecting device (6, 12, 20, 29, 46, 53), which is of laminar multi-dimensional design and forms a tensile-, pressure- and shear-resistant composite with the elements (2, 3), wherein the connecting device (6, 12, 20, 29, 46, 53) consists of a composite of at least two tensile, pressure and shearing elements (7, 14, 15, 16, 17, 18, 19, 23, 24, 25, 26, 27, 28, 31, 33, 34, 35, 48, 49, 50, 58) which are arranged between the elements (2, 3) arranged parallel to one another and are anchored in their hardenable casting compound (G), characterized in that the composite of the at least two tensile, pressure and shearing elements (7, 14, 15, 16, 17, 18, 19, 23, 24, 25, 26, 27, 28, 31, 33, 34, 35, 48, 49, 50, 58) is produced by a composite component (8, 13, 22, 30, 47, 59) which is formed by a laminar element having a wave-shaped or meander-shaped cross-section and is located between the ends (33b, 33c, 33e, 33f; 34b, 34c, 34e, 34f) of the tensile, pressure and shearing elements (7, 14, 15, 16, 17, 18, 19, 23, 24, 25, 26, 27, 28, 31, 33, 34, 35, 48, 49, 50, 58) and is set back spatially relative to these ends (33b, 33c, 33e, 33f; 34b, 34c, 34e, 34f), wherein said ends (33b, 33c, 33e, 33f; 34b, 34c, 34e, 34f) are anchored in said curable casting compound (G).
- Prefabricated part (1) according to claim 1, characterized in that the longitudinal axis of at least one of the tensile, pressure and shearing elements (7, 14, 15, 16, 17, 18, 19, 23, 24, 26, 27, 28, 31, 33, 34, 35, 48, 49, 50, 58) extends substantially perpendicularly to the plane of the elements (2, 3) arranged parallel to one another.
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the composite component (8, 13, 22, 30) is formed by a laminar element with a structured surface (21).
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the connecting device (8, 13, 22, 30, 47, 59) extends in a plane extending perpendicularly between the elements (2, 3) arranged parallel to one another.
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the composite component (8, 13, 22, 30, 47, 59) extends in a plane which extends perpendicularly between the elements (2, 3) arranged parallel to one another, wherein preferably the outer edges (10, 11, 56) of the composite component (8, 13, 22, 30, 47, 59) facing the elements (2, 3) arranged parallel to one another are anchored in their hardenable casting compound (G).
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the composite component (8, 13, 22, 30, 47, 59) extends in a plane which extends perpendicularly between the elements (2, 3) arranged parallel to one another, wherein the outer edges (10, 11, 56) of the composite component (8, 13, 22, 30, 47, 59) facing the elements (2, 3) arranged parallel to one another are anchored in a form-fitting manner in their hardenable casting compound (G).
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the tensile, pressure and shearing elements (7, 14, 15, 16, 17, 18, 19, 23, 24, 25, 26, 27, 28, 31, 33, 34, 35, 48, 49, 50, 58) are arranged between the elements (2, 3) arranged parallel to one another and are designed such that they are anchored in a form-fitting manner in their hardenable casting compound (G) .
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the tensile, pressure and shearing elements (33, 34) are of multi-part construction and consist in particular of different materials.
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the tensile, pressure and shearing elements (7, 14, 15, 16, 17, 18, 19, 23, 24, 25, 26, 27, 28, 31, 33, 34, 35, 48, 49, 50, 58) consist of fiber composite materials.
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the tensile, pressure and shearing elements (7, 14, 15, 16, 17, 18, 19, 23, 24, 25, 26, 27, 28, 31, 33, 34, 35, 48, 49, 50, 58) consist of metallic materials.
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the connecting device (8, 13, 22, 30, 47, 59) consists of fiber composite materials or metallic materials.
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that a free space (54, 55) is formed between or in the tensile, pressure and shearing elements (58), which free space can be penetrated by bars (57) which are part of reinforcing elements (52) of the inner or outer shells (2, 3).
- Prefabricated part (1) according to claim 12, characterized in that the free spaces (54) are formed by rectangular cutouts (54) in the tensile, pressure and shearing elements (58) .
- Prefabricated part (1) according to claim 12, characterized in that the free spaces (55) are formed by means of a comb-like serrated outer edge (56) of the tensile, pressure and shearing elements (58).
- Prefabricated part (1) according to at least one of the preceding claims, characterized in that the composite component (8, 13, 22, 30, 47, 59) consists of corrosion-resistant material or is surface-finished in a corrosion-resistant manner.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102007014366A DE102007014366A1 (en) | 2007-03-26 | 2007-03-26 | Reinforcement device for prefabricated parts |
| PCT/DE2008/000104 WO2008116434A1 (en) | 2007-03-26 | 2008-01-22 | Reinforcing device for prefabricated parts |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2140077A1 EP2140077A1 (en) | 2010-01-06 |
| EP2140077B1 true EP2140077B1 (en) | 2019-10-23 |
Family
ID=39590929
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP08700878.5A Active EP2140077B1 (en) | 2007-03-26 | 2008-01-22 | Prefabricated part |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP2140077B1 (en) |
| DE (2) | DE102007014366A1 (en) |
| ES (1) | ES2766254T3 (en) |
| HU (1) | HUE047008T2 (en) |
| WO (1) | WO2008116434A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP4253693A1 (en) | 2022-03-29 | 2023-10-04 | Georg Weidner | Spacer |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102008006127A1 (en) | 2008-01-25 | 2009-08-06 | Erich Kastner | Multi-shell semi-finished component |
| DE102008048425A1 (en) * | 2008-09-23 | 2010-04-01 | B.T. Innovation Gmbh | spacer |
| FR2942824B1 (en) * | 2009-03-09 | 2016-07-01 | Fehr | INTEGRATED FORMWORK WALL WITH CONNECTION FRAME |
| HU228968B1 (en) | 2010-02-17 | 2013-07-29 | Wyw Block Ag | Energy - and weight - saving building element, as well as making and application procedure thereof |
| EP2775063B1 (en) * | 2013-03-05 | 2016-10-12 | PreConTech Precast Concrete Technology e.K. | Connection assembly for forming double-shell prefabricated concrete wall elements |
| AT514300B1 (en) * | 2013-04-15 | 2015-10-15 | Kappema Fertigteilindustrie Gmbh | building |
| AT520407A1 (en) * | 2017-08-17 | 2019-03-15 | Udo Nagl Dr | An element |
| CN112282193A (en) * | 2020-10-28 | 2021-01-29 | 仇国辉 | Building assembly type wall plate reinforcement cage framework |
| CN112405832A (en) * | 2020-11-26 | 2021-02-26 | å¼ æ¡‚ç”° | Assembled wallboard manufacturing method, assembled wallboard, building and production equipment |
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| US2088645A (en) * | 1936-02-24 | 1937-08-03 | Russell R Fling | Building structure |
| US20050155306A1 (en) * | 2004-01-21 | 2005-07-21 | Jeffrey Childres | Joining clip for insulated concrete forms |
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| DE7240114U (en) * | 1973-01-25 | Rheinbau Gmbh | Reinforced concrete double wall panel | |
| DE7126332U (en) * | Schuckmann W Kg | Multi-layer concrete slab with double anchors | ||
| DE1984264U (en) * | 1968-02-07 | 1968-04-25 | Werner A Schuckmann | MULTIPLE COMPOSITE NEEDLE FOR MULTI-LAYER PANELS. |
| DE2139197A1 (en) | 1971-08-05 | 1973-02-22 | Konrad Schweiker | Prefabricated building components - with lost forms incorporated for subsequent fill with concrete |
| DE2150120A1 (en) * | 1971-10-07 | 1973-04-26 | Thor Waerner & Co Gmbh | PROFILE TAPE |
| DE2305651A1 (en) | 1973-02-06 | 1974-08-08 | Josef Helmut Danzer | Reinforced concrete - contains loose dispersed steel reinforcing pieces |
| DE2309018A1 (en) * | 1973-02-23 | 1974-08-29 | Thor Waerner & Co Gmbh | MULTI-LAYER CONCRETE SLAB |
| DE7632166U1 (en) * | 1976-10-14 | 1977-01-27 | Ek Edelstahl + Kunststoff Von Glasenapp Gmbh & Co Kg, 8000 Muenchen | CONNECTED ANCHORS FOR MULTI-LAYER COMPOSITE ELEMENTS |
| DE3214502A1 (en) * | 1981-05-05 | 1982-12-02 | Franz Dipl.-Ing. Innsbruck Bucher | Slab-shaped building element for the haunching method of construction |
| US4829733A (en) * | 1987-12-31 | 1989-05-16 | Thermomass Technology, Inc. | Connecting rod mechanism for an insulated wall construction |
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| DE29617776U1 (en) * | 1996-10-12 | 1996-11-28 | KEWO MARKENHAUS GmbH, 53937 Schleiden | Connection device for the formwork panels of a lost concrete formwork |
| DE19949419C2 (en) * | 1998-10-13 | 2003-05-08 | Georg Weidner | Lattice girders or transport and installation anchors for hollow and filigree walls |
| DE19924330A1 (en) * | 1999-05-27 | 2000-11-30 | Juettner Hans Ulrich | Multi-layer wall structure |
| US20050050837A1 (en) * | 2003-09-08 | 2005-03-10 | Jiaduo Wang | Meshed (porous) steel pipe/tube used as concrete reinforcement |
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| DE102005041082A1 (en) * | 2005-08-30 | 2007-03-01 | Schöck Bauteile GmbH | Hollow barrier for use in construction site, has reinforcing bars that provide mechanical connection between shells and determine thickness of barrier, and heat insulating layer provided between shells |
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2007
- 2007-03-26 DE DE102007014366A patent/DE102007014366A1/en not_active Withdrawn
-
2008
- 2008-01-22 WO PCT/DE2008/000104 patent/WO2008116434A1/en not_active Ceased
- 2008-01-22 HU HUE08700878A patent/HUE047008T2/en unknown
- 2008-01-22 EP EP08700878.5A patent/EP2140077B1/en active Active
- 2008-01-22 DE DE112008001463T patent/DE112008001463A5/en not_active Withdrawn
- 2008-01-22 ES ES08700878T patent/ES2766254T3/en active Active
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|---|---|---|---|---|
| US2088645A (en) * | 1936-02-24 | 1937-08-03 | Russell R Fling | Building structure |
| US20050155306A1 (en) * | 2004-01-21 | 2005-07-21 | Jeffrey Childres | Joining clip for insulated concrete forms |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP4253693A1 (en) | 2022-03-29 | 2023-10-04 | Georg Weidner | Spacer |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2766254T3 (en) | 2020-06-12 |
| DE102007014366A1 (en) | 2008-10-02 |
| WO2008116434A1 (en) | 2008-10-02 |
| EP2140077A1 (en) | 2010-01-06 |
| DE112008001463A5 (en) | 2010-03-04 |
| HUE047008T2 (en) | 2020-04-28 |
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