EP2975196B1 - Wall element and combination of wall element and lifting means - Google Patents

Wall element and combination of wall element and lifting means Download PDF

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Publication number
EP2975196B1
EP2975196B1 EP15002298.6A EP15002298A EP2975196B1 EP 2975196 B1 EP2975196 B1 EP 2975196B1 EP 15002298 A EP15002298 A EP 15002298A EP 2975196 B1 EP2975196 B1 EP 2975196B1
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EP
European Patent Office
Prior art keywords
load
receiving means
wall element
shaped parts
layer elements
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP15002298.6A
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German (de)
French (fr)
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EP2975196A1 (en
Inventor
Erich Kastner
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kappema Fertigteilindustrie GmbH
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Kappema Fertigteilindustrie GmbH
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Publication date
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Priority to PL15002298T priority Critical patent/PL2975196T3/en
Publication of EP2975196A1 publication Critical patent/EP2975196A1/en
Application granted granted Critical
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/142Means in or on the elements for connecting same to handling apparatus
    • E04G21/145Means in or on the elements for connecting same to handling apparatus specific for hollow plates
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/62Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/62Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
    • B66C1/66Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/62Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
    • B66C1/66Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
    • B66C1/666Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof for connection to anchor inserts embedded in concrete structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/526Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits with adaptations not otherwise provided for, for connecting, transport; for making impervious or hermetic, e.g. sealings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/142Means in or on the elements for connecting same to handling apparatus
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building 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
    • E04C2/044Building 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
    • E04C2002/045Building 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 with two parallel leaves connected by tie anchors

Definitions

  • the invention relates to a wall element according to the preamble of claim 1 and a combination of a load-receiving means and a wall element according to claim 9.
  • ulation should be understood here as the transport, erection and general handling of, for example, precast concrete parts, in particular of multi-layer walls by means of transport anchor systems.
  • a component in the sense of the invention is therefore quite generally a multi-shell planar component which has at least two spaced-apart layers of building materials - usually concrete -. These two layers are usually connected to one another by means of connecting means, for example in the form of spacers, which can be designed in a wide variety of designs.
  • the wall component is a so-called double wall.
  • a wall component can for example be produced in a factory and transported to a construction site. There, several elements can be placed side by side and thereby connected to each other, that in-situ in-situ concrete is introduced.
  • a wall component comprises two concrete layers.
  • a wall element has a concrete layer and a further layer spaced therefrom, which is not made of concrete, but for example comprises an insulating layer, wherein the two wall layers are interconnected by spacers.
  • the proposed there device for transporting the wall component consists of several independent components, two of which are anchored respectively in the end faces of the two wall layers. The device shown there should not have an adverse effect on the thermal insulation of the wall component.
  • a spacer with support armature function is in the DE 200 08 530 U1 shown and described.
  • the spacer described there for a concrete cavity element is designed as a one-piece doppelkonisch formed spacer bar, one end of which has a mounting plate and the other end supporting cam.
  • the spacer rod tapers towards the middle, creating a receptacle for a crane hook.
  • the spacer described therein is designed as a multi-functional element on the one hand serves as a spacer, on the other hand as a receptacle for a crane hook and also creates an anchorage for prefabricated components.
  • FR 2 948 139 A1 is a wall element for the construction of structures known, in which a rope in the layer elements is concreted in, wherein the rope is positioned within the layer elements via brackets.
  • the present invention is based on the object to provide devices for manipulating multi-layered sheet-like components, which do not have the disadvantages of the prior art. Rather, they should combine as many of the following properties as possible: preservation of the thermal insulation of double walls; Use for different wall thicknesses; Standardization of as many individual elements as possible; easy installation in the factory; no rework during installation; Reusability; Repatriation possibility; Rotatability of the wall elements during manipulation and load application from different angles.
  • the particular advantages of the device according to the invention lie in its simple structure, the problem-free handling, the cost-effective manufacturability and in the reusability of the detachable components. Since the respectively associated or cooperating load-bearing moldings are spaced apart, there is no undesirable thermal bridge. The load-bearing moldings are separable or spaced from each other. However, a particular existing for assembly purposes connection should keep any heat transfer between the opposite moldings as low as possible and may optionally be removable.
  • the shaped parts are designed as cylindrical blind holes in the inner sides of the layer elements or as spherical blind holes in the inner sides of the layer elements.
  • a device is also advantageous if the formations are designed such that they are suitable for arresting the load receiving means by means of guide surfaces.
  • a transport anchor for use in one of the above devices is advantageous if the transport anchors for different wall thicknesses and / or different distances of the layer elements are standardized and free of reworking in the layer elements can be introduced.
  • a combination of a load-receiving means and a wall element is advantageous, wherein a load-receiving means for manipulating multi-walled sheet-like wall elements is present, wherein the load-receiving means molded parts has, which correspond to the shaped parts of the lifting anchors on the layer elements and in the blind holes inserted and from these are removable again.
  • the molded parts of the load-receiving means are reusable.
  • a wall element 1 is shown on the hook 2 of a crane, not shown.
  • the illustration illustrates a non-inventive device for manipulating multi-layered sheet-like components in the form of a wall element 1 for the construction of structures.
  • at least two substantially parallel spaced apart layer elements 3 and 4 are required, each having inner 5 and outer sides 6.
  • Inner sides 5 and outer sides 6 are to be understood as meaning the large-area boundary sides, and not the narrow surfaces, which are referred to as end faces 7.
  • the layer elements 3 and 4 are interconnected by spacers 8.
  • the layer elements 3 and 4 have a transport anchor, which is arranged in the form of moldings 9 on their inner surfaces 5, and which are connected to load-receiving means 10 for manipulating a wall element 1, which here represents a double wall.
  • the transport anchor is designed in the form of separate or spaced-apart moldings 9 in the manner of cylindrical bushings which - separated but exactly aligned and lying on a common axis - are arranged on the inner sides 5 of the wall element 1. But they can also be formed as molded parts in a different construction on or in the outer sides of a wall element 1. It is crucial that between the load receiving means 10 and the mold parts 9 of the lifting anchor an operative connection can be produced, as will be explained with reference to the other figures.
  • Fig. 2 is a not inventive assembly 15 with a lifting anchor represents, which illustrates the assembly in the initial phase of the production of a wall element 1.
  • the assembly 15 comprises two mold parts 9, which form the lifting anchor and are connected at a predetermined distance by means of a sleeve 16 exactly aligned with each other.
  • the sleeve 16 for receiving the mold parts 9 has at its two ends an inner diameter which is exactly matched to the outer diameter of the mold parts 9. attacks 17 inside the sleeve 16 determine the axial position, ie the exact distance of the mold parts 9 to each other.
  • the length of the sleeve 16 and the distance of the stops from each other are matched to the desired wall thickness of the wall element 1.
  • the sleeve 16 is either made of insulating material or can be removed after completion of the wall element 1.
  • Both moldings 9 may be provided on their outer sides 6 of the layer elements 3 and 4 facing ends with anchoring elements 18 (only shown in a molded part 9). Furthermore, spacers 19 can be provided, with the aid of which the molded parts 9 can be positioned at a predetermined distance from the outer sides 6 of the layer elements 3 and 4.
  • the baseline should represent the surface of a formwork 20.
  • the assembly 15 is positioned in the production of a wall element 1 on the formwork surface 20, while the plane of the optionally present reinforcement 21 is penetrated. Subsequently, concrete 22 or another curable casting material is poured into the formwork and their solidification is awaited.
  • the solidified layer element 3 is turned in a conventional manner, positioned above another formwork and lowered to the extent of filling the second formwork that the attached to the second mold part 9 anchoring elements and spacers together with a portion of the molded part 9 in the still immerse non-solidified casting compound of the second formwork.
  • the distance of the first layer element 3 from the second formwork determines the later wall thickness of the wall element 1.
  • FIG. 3 a device according to the invention is shown.
  • This assembly 23 consists essentially of two cylindrical caps 24 which are interconnected by webs 25. By the webs 25, the position of the caps 24 to each other and thus the desired wall thickness of the wall element 1 is determined.
  • the associated with the webs 25 caps 24 are similarly used in the layer elements 3 and 4, as to Fig. 2 already described.
  • the caps 24 are flush with the inner sides 5 of the layer elements 3 and 4 and form a lifting anchor in the context of the present invention.
  • the load-receiving means 10 is designed in this variant as a sleeve 27 with spring-loaded pin 28.
  • the spring-loaded pin 28 has a wedge-shaped web 29 which cooperates with a pivotable lever 30 such that the pin 28 is displaceable against the force of the spring 31 in its longitudinal direction.
  • the lever 30 is equipped with an eyelet 32, which is engaged by the hook 2 of a crane.
  • the webs 25 act as guide rails for the sleeve 27, wherein the webs 25 could be removed after installation.
  • the webs 25 are preferably poor heat conductors. Due to the possibility of removing the webs 25, the caps 24 as moldings in the context of the invention are separable from each other.
  • the hook 2 of the crane is hooked into the eyelet 32.
  • the eyelet 32 pivots about its axis of rotation 33 and the lever 30 attached thereto slides over the wedge-shaped one Ridge 29, the bolt 28 in the still free blind hole 26 in one of the layer elements 3 or 4.
  • the assembly 23 is formed by the length of its webs 25 for the desired wall thickness, the load-bearing means 10 according to the above design, however, is universal and reusable. Due to the rotationally symmetrical design of the caps 24, no strains occur when the wall element 1 to be transported is displaced, since the load receiving means 10 can rotate with its sleeve 27 in the caps 24.
  • a further device according to the invention is shown in the inner sides 5 of two layer elements 3 and 4 of the transport anchor in the form of spherical formations 34.
  • the formations 34 are located between the reinforcing elements 35 within the layer elements 3 and 4 and can be realized for better and more precise assembly by means of inserts 36, which are similarly inserted into the layer elements 3 and 4, as already described in the preceding embodiments, and which may also be molded parts within the meaning of the invention. Even if no inserts 36 or the like are inserted into the layer elements 3, 4, the formations 34 therefore represent only recesses in the concrete itself, these forms apply in the context of the present invention as moldings.
  • the load-receiving means 10 is realized here in the manner of a forceps 37 which is inserted between the inner sides 5 of the layer elements 3 and 4 and placed in the formations 34.
  • spherical moldings 39 are attached to the legs 38 of the forceps, which correspond to the spherical formations 34 in size and shape.
  • the forceps 37 spreads and the legs 38 are with their convex molded parts 39 are pressed into the spherical formations 34, so that a sufficient positive engagement for transporting the wall element 1 comes about.
  • the rotationally required degrees of freedom remain the same as in the embodiments already presented.
  • the forceps 37 can be easily inserted between the inner sides 5 of the wall element 1, locking elements 40 are provided with the aid of the forceps 37 can be locked for insertion.
  • FIG. 5 and 6 Another device according to the invention is in the Fig. 5 and 6 shown.
  • formations 41 are incorporated or fitted by appropriate inserts, wherein at least in one of the layer elements 3 additional form slopes 42 are provided which allow threading a tiltable load-receiving means 10 in the form of a pivoting body 43.
  • the swivel body 43 is mounted pivotably about a transverse axis 44 at a free end 45 of the load-receiving means 10. For insertion of the pivoting body 43 in the intermediate space 12 of the wall element 1 whose longitudinal axis is parallel to the longitudinal axis of the free end 45 of the load receiving means 10.
  • the lifting movement of the load receiving means 10 is initiated and the pivoting body 43 wraps around its transverse axis 44 pivotally to the draft 42 on the inside 5 of the layer element 3 at.
  • the pivoting body 43 is completely transverse and lies exactly in the formations 41, which take over the task of a transport anchor.
  • a pin 46 engages in a recess 47, which is located at the bottom of the molding 41. Due to the rotationally symmetrical design of the formations 41 and the pivot body 43 necessary for a safe transport degrees of freedom are also given in this embodiment.
  • the latched in the recess 47 pin 46 blocks the unwanted release of the connection.
  • the pin 46 is moved back into the pivoting body 43, for example by a remote-triggered electromagnetic pulse. Subsequently, the load-receiving means 10 can be let down into the gap 12, the pivot body 43 is rotated about its transverse axis 44 and slides on the draft 42 in a position parallel to the longitudinal axis of the load receiving means 10 and can be removed from the gap 12.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

Die Erfindung bezieht sich auf ein Wandelement gemäß Oberbegriff des Anspruchs 1 und eine Kombination aus einem Lastaufnahmemittel und einem Wandelement gemäß Anspruch 9.The invention relates to a wall element according to the preamble of claim 1 and a combination of a load-receiving means and a wall element according to claim 9.

Unter dem Begriff "Manipulieren" soll hier der Transport, das Aufrichten sowie allgemein die Handhabung von beispielsweise Betonfertigteilen, insbesondere von mehrschichtigen Wänden mit Hilfe von Transportankersystemen verstanden werden.The term "manipulation" should be understood here as the transport, erection and general handling of, for example, precast concrete parts, in particular of multi-layer walls by means of transport anchor systems.

Ein Bauteil im Sinn der Erfindung ist daher ganz allgemein ein mehrschaliges flächiges Bauteil, welches mindestens zwei voneinander beabstandet angeordnete Schichten von Baustoffen - zumeist Beton - aufweist. Diese beiden Schichten sind üblicherweise mit Verbindungsmitteln miteinander verbunden, so beispielsweise in Form von Abstandshaltern, welche in den unterschiedlichsten Bauformen ausgeführt sein können.A component in the sense of the invention is therefore quite generally a multi-shell planar component which has at least two spaced-apart layers of building materials - usually concrete -. These two layers are usually connected to one another by means of connecting means, for example in the form of spacers, which can be designed in a wide variety of designs.

Besondere Vorkehrungen müssen beim Manipulieren für das Angreifen der Lastaufnahmemittel an den Transportankern unter verschiedenen Neigungswinkeln geschaffen werden.Special precautions must be taken in manipulating for engaging the load handler on the lifting anchors at various angles of inclination.

Eine Vielzahl von Dokumenten beschreibt derartige Vorrichtungen.A variety of documents describe such devices.

In AT PS 349715 wird ein Aufstell- und Transportanker zur Einbettung in Betonfertigteile gezeigt und beschrieben. Ein Anker nach Art eines Flachstahlformstücks mit rechteckigem Querschnitt ist in dem Betonfertigteil so eingegossen, dass der Angriffspunkt für den Kupplungskopf des Lastaufnehmers in das Betonfertigteil hineinverlegt ist. Dadurch soll eine punktuelle Druckbeanspruchung des Betonfertigteils im kritischen Bereich vermieden werden.In AT PS 349715 An erection and transport anchor for embedding in precast concrete elements is shown and described. An anchor in the manner of a flat steel fitting with a rectangular cross-section is cast in the precast concrete part so that the point of application for the coupling head of the load receiver is moved into the precast concrete part. This is to avoid a selective pressure stress of the precast concrete in the critical area.

In der DE 103 51 487 A1 sind eine Vorrichtung und ein Verfahren zum Transport eines Wandbauelements gezeigt und beschrieben. Bei dem Wandbauelement handelt es sich um eine sogenannte Doppelwand. Ein solches Wandbauelement kann beispielsweise in einer Fabrik hergestellt und zu einer Baustelle transportiert werden. Dort können mehrere Elemente nebeneinander aufgestellt werden und dadurch miteinander verbunden werden, dass in den Zwischenraum Ortbeton eingebracht wird. Ganz allgemein umfasst ein Wandbauelement zwei Betonschichten. Es ist jedoch auch denkbar, dass ein Wandbauelement eine Betonschicht und eine davon beabstandete weitere Schicht aufweist, welche nicht aus Beton hergestellt ist, sondern z.B. eine Dämmschicht umfasst, wobei die beiden Wandschichten durch Distanzhalter miteinander verbunden sind. Die dort vorgeschlagene Vorrichtung zum Transport des Wandbauelements besteht aus mehreren unabhängigen Bauteilen, von denen zwei jeweils in den Stirnseiten der zwei Wandschichten verankert sind. Die dort gezeigte Vorrichtung soll keinen nachteiligen Einfluss auf die Wärmeisolierung des Wandbauelements haben.In the DE 103 51 487 A1 For example, an apparatus and method for transporting a wall component are shown and described. The wall component is a so-called double wall. Such a wall component can for example be produced in a factory and transported to a construction site. There, several elements can be placed side by side and thereby connected to each other, that in-situ in-situ concrete is introduced. In general, a wall component comprises two concrete layers. However, it is also conceivable that a wall element has a concrete layer and a further layer spaced therefrom, which is not made of concrete, but for example comprises an insulating layer, wherein the two wall layers are interconnected by spacers. The proposed there device for transporting the wall component consists of several independent components, two of which are anchored respectively in the end faces of the two wall layers. The device shown there should not have an adverse effect on the thermal insulation of the wall component.

Ein Distanzhalter mit Traganker-Funktion ist in der DE 200 08 530 U1 gezeigt und beschrieben. Der dort beschriebene Distanzhalter für ein Betonhohlraumelement ist als einteiliger doppelkonisch ausgebildeter Distanzstab ausgeführt, dessen eines Ende einen Befestigungsteller und dessen anderes Ende Stütznocken aufweist. Der Distanzstab verjüngt sich zur Mitte hin und schafft damit eine Aufnahme für einen Kranhaken. Der dort beschriebene Distanzhalter ist als Multifunktionselement ausgebildet der einerseits als Distanzhalter dient, andererseits als Aufnahme für einen Kranhaken und der außerdem eine Verankerung für Fertigbauteile schafft.A spacer with support armature function is in the DE 200 08 530 U1 shown and described. The spacer described there for a concrete cavity element is designed as a one-piece doppelkonisch formed spacer bar, one end of which has a mounting plate and the other end supporting cam. The spacer rod tapers towards the middle, creating a receptacle for a crane hook. The spacer described therein is designed as a multi-functional element on the one hand serves as a spacer, on the other hand as a receptacle for a crane hook and also creates an anchorage for prefabricated components.

Aus der FR 2 948 139 A1 ist ein Wandelement für die Erstellung von baulichen Anlagen bekannt, bei dem ein Seil in die Schichtelemente einbetoniert ist, wobei das Seil innerhalb der Schichtelemente über Halterungen positioniert ist.From the FR 2 948 139 A1 is a wall element for the construction of structures known, in which a rope in the layer elements is concreted in, wherein the rope is positioned within the layer elements via brackets.

Dieses Dokument offenbart alle technischen Merkmale des Oberbegriffs des Anspruchs 1.This document discloses all the technical features of the preamble of claim 1.

Aus der DE 199 46 320 A1 ist ein Wandelement mit voneinander beabstandeten Schichtelementen bekannt, wobei die Schichtelemente über Stahlrohre miteinander verbunden sind, an welchen ein Hebezeug angreifen kann.From the DE 199 46 320 A1 is a wall element with spaced-apart layer elements known, wherein the layer elements are connected to each other via steel pipes, which can attack a hoist.

Aus der EP 0 872 609 A2 ist ein Verfahren zur Herstellung mehrschaliger Mauerscheiben bekannt, bei dem die Außenschalen aus Ziegeln aufgemauert werden, wobei die Außenschalen bzw. Ziegelreihen durch Distanzrohre, die durch vorgebohrte Bohrungen eingeschoben sind, miteinander verbunden sind. Durch die Distanzrohre können Transportbolzen gesteckt werden, an denen Transportgurte angreifen können.From the EP 0 872 609 A2 a method for producing multi-walled walls is known, in which the outer shells are bricked up of bricks, wherein the outer shells or rows of bricks are connected by spacer tubes which are inserted through pre-drilled holes with each other. Through the spacer tubes transport bolts can be inserted, which can attack conveyor belts.

Der vorliegenden Erfindung liegt demgegenüber die Aufgabe zu Grunde, Vorrichtungen zum Manipulieren von mehrschaligen flächigen Bauteilen zu schaffen, welche die Nachteile des Stands der Technik nicht aufweisen. Vielmehr sollen sie möglichst viele der folgenden Eigenschaften auf sich vereinigen: Erhaltung der Wärmeisolierung von Doppelwänden; Verwendung für unterschiedliche Wandstärken; Standardisierung möglichst vieler Einzelelemente; einfacher Einbau im Werk; keine Nacharbeit beim Einbau; Wiederverwendbarkeit; Rücktransportmöglichkeit; Drehbarkeit der Wandelemente beim Manipulieren und Lastangriff aus unterschiedlichen Winkeln.The present invention is based on the object to provide devices for manipulating multi-layered sheet-like components, which do not have the disadvantages of the prior art. Rather, they should combine as many of the following properties as possible: preservation of the thermal insulation of double walls; Use for different wall thicknesses; Standardization of as many individual elements as possible; easy installation in the factory; no rework during installation; Reusability; Repatriation possibility; Rotatability of the wall elements during manipulation and load application from different angles.

Diese Aufgabe wird von einem Wandelement gemäß Anspruch 1 und einer Kombination aus einem Lastaufnahmemittel und einem Wandelement mit den Merkmalen des Anspruchs 9 gelöst. Vorteilhafte Ausgestaltungen sind den abhängigen Ansprüchen zu entnehmen.This object is achieved by a wall element according to claim 1 and a combination of a load-receiving means and a wall element solved with the features of claim 9. Advantageous embodiments can be found in the dependent claims.

Die besonderen Vorteile der erfindungsgemäßen Vorrichtung liegen in ihrem einfachen Aufbau, der problemlosen Handhabung, der kostengünstigen Herstellbarkeit sowie in der Wiederverwendbarkeit der lösbaren Bauteile. Da die jeweils zusammengehörigen bzw. zusammenwirkenden lastaufnehmenden Formteile voneinander beabstandet sind, entsteht keine unerwünschte Wärmebrücke. Die lastaufnehmenden Formteile sind voneinander trennbar oder beabstandet. Eine insbesondere zu Montagezwecken vorhandene Verbindung sollte jedoch einen allfälligen Wärmeübergang zwischen den gegenüberliegenden Formteilen möglichst gering halten und kann gegebenenfalls entfernbar sein.The particular advantages of the device according to the invention lie in its simple structure, the problem-free handling, the cost-effective manufacturability and in the reusability of the detachable components. Since the respectively associated or cooperating load-bearing moldings are spaced apart, there is no undesirable thermal bridge. The load-bearing moldings are separable or spaced from each other. However, a particular existing for assembly purposes connection should keep any heat transfer between the opposite moldings as low as possible and may optionally be removable.

Erfindungsgemäß sind die Formteile als zylindrische Sacklöcher in den Innenseiten der Schichtelemente oder als ballige Sacklöcher in den Innenseiten der Schichtelemente ausgebildet.According to the invention, the shaped parts are designed as cylindrical blind holes in the inner sides of the layer elements or as spherical blind holes in the inner sides of the layer elements.

Vorteilhaft ist eine Vorrichtung auch dann, wenn die Ausformungen so ausgebildet sind, dass sie geeignet sind, die Lastaufnahmemittel mit Hilfe von Führungsflächen arretierend aufzunehmen.A device is also advantageous if the formations are designed such that they are suitable for arresting the load receiving means by means of guide surfaces.

Ferner ist ein Transportanker zur Verwendung in einer der vorstehenden Vorrichtungen vorteilhaft, wenn die Transportanker für unterschiedliche Wandstärken und/oder unterschiedliche Abstände der Schichtelemente standardisiert und frei von Nacharbeiten in den Schichtelementen einbringbar sind.Furthermore, a transport anchor for use in one of the above devices is advantageous if the transport anchors for different wall thicknesses and / or different distances of the layer elements are standardized and free of reworking in the layer elements can be introduced.

Darüber hinaus ist eine Kombination aus einem Lastaufnahmemittel und einem Wandelement vorteilhaft, wobei ein Lastaufnahmemittel zum Manipulieren von mehrschaligen flächigen Wandelementen vorhanden ist, wobei das Lastaufnahmemittel Formteile aufweist, die mit den Formteilen der Transportanker an den Schichtelementen korrespondieren und in die Sacklöcher einführbar und aus diesen wieder entfernbar sind.In addition, a combination of a load-receiving means and a wall element is advantageous, wherein a load-receiving means for manipulating multi-walled sheet-like wall elements is present, wherein the load-receiving means molded parts has, which correspond to the shaped parts of the lifting anchors on the layer elements and in the blind holes inserted and from these are removable again.

Zudem kann es günstig sein, wenn die Formteile der Lastaufnahmemittel wieder verwendbar sind.In addition, it may be favorable if the molded parts of the load-receiving means are reusable.

Mit Hilfe von Ausführungsbeispielen soll die Erfindung nachstehend anhand der Zeichnungen noch näher erläutert werden.With the aid of exemplary embodiments, the invention will be explained in more detail below with reference to the drawings.

Es zeigt:

  • Fig. 1 stark schematisiert eine Schrägansicht eines nicht unter den Schutzbereich der Ansprüche fallenden Wandelements am Haken eines nicht dargestellten Krans;
  • Fig. 2 eine ebenfalls nicht unter den Schutzbereich der Ansprüche fallende Baugruppe mit Transportankern gemäß Fig. 1 im Montagezustand;
  • Fig. 3 Details eines Transportankers in sacklochartigen Ausformung mit passendem Lastaufnehmer;
  • Fig. 4 Details eines Transportankers in balliger Ausformung mit passendem Lastaufnehmer;
  • Fig.5 einen Lastaufnehmer für ballige Ausformungen in der Einführungsphase; und
  • Fig. 6 den Lastaufnehmer gemäß Fig. 5 im eingerasteten, transportbereiten Zustand.
It shows:
  • Fig. 1 highly schematic an oblique view of a not falling under the scope of the claims wall element on the hook of a crane, not shown;
  • Fig. 2 a likewise not covered by the scope of the claims assembly with lifting anchors according to Fig. 1 in the assembled state;
  • Fig. 3 Details of a transport anchor in blind-hole-like shape with matching load receiver;
  • Fig. 4 Details of a transport anchor in spherical shape with matching load receiver;
  • Figure 5 a load receiver for crowned formations in the introduction phase; and
  • Fig. 6 according to the load receiver Fig. 5 in the locked, transport ready state.

In der Fig. 1 ist ein Wandelement 1 am Haken 2 eines nicht dargestellten Krans gezeigt. Die Darstellung veranschaulicht eine nicht erfindungsgemäße Vorrichtung zum Manipulieren von mehrschaligen flächigen Bauteilen in Form eines Wandelements 1 für die Erstellung von baulichen Anlagen. Dazu sind wenigstens zwei im Wesentlichen parallel zueinander beabstandete Schichtelemente 3 und 4 erforderlich, die jeweils Innen- 5 und Außenseiten 6 aufweisen. Unter Innenseiten 5 und Außenseiten 6 sind die großflächigen Begrenzungsseiten zu verstehen, und nicht die schmalen Flächen, welche als Stirnseiten 7 bezeichnet werden. Die Schichtelemente 3 und 4 sind durch Abstandshalter 8 miteinander verbunden. Die Schichtelemente 3 und 4 weisen einen Transportanker auf, der in Form von Formteilen 9 an ihren Innenflächen 5 angeordnet ist, und die mit Lastaufnahmemitteln 10 zum Manipulieren eines Wandelements 1 verbunden sind, welches hier eine Doppelwand darstellt. Der Transportanker ist in Form von getrennten bzw. voneinander beabstandeten Formteilen 9 nach Art von zylindrischen Buchsen ausgeführt, die - getrennt voneinander aber exakt fluchtend und auf einer gemeinsamen Achse liegend - an den Innenseiten 5 des Wandelements 1 angeordnet sind. Sie können aber auch als Formteile in anderer Bauweise an oder in den Außenseiten eines Wandelements 1 ausgebildet sein. Entscheidend ist, dass zwischen den Lastaufnahmemitteln 10 und den Formteilen 9 des Transportankers eine Wirkverbindung herstellbar ist, wie anhand der anderen Figuren noch erläutert werden wird.In the Fig. 1 a wall element 1 is shown on the hook 2 of a crane, not shown. The illustration illustrates a non-inventive device for manipulating multi-layered sheet-like components in the form of a wall element 1 for the construction of structures. For this purpose, at least two substantially parallel spaced apart layer elements 3 and 4 are required, each having inner 5 and outer sides 6. Inner sides 5 and outer sides 6 are to be understood as meaning the large-area boundary sides, and not the narrow surfaces, which are referred to as end faces 7. The layer elements 3 and 4 are interconnected by spacers 8. The layer elements 3 and 4 have a transport anchor, which is arranged in the form of moldings 9 on their inner surfaces 5, and which are connected to load-receiving means 10 for manipulating a wall element 1, which here represents a double wall. The transport anchor is designed in the form of separate or spaced-apart moldings 9 in the manner of cylindrical bushings which - separated but exactly aligned and lying on a common axis - are arranged on the inner sides 5 of the wall element 1. But they can also be formed as molded parts in a different construction on or in the outer sides of a wall element 1. It is crucial that between the load receiving means 10 and the mold parts 9 of the lifting anchor an operative connection can be produced, as will be explained with reference to the other figures.

In Fig. 2 ist eine nicht erfindungsgemäße Baugruppe 15 mit einem Transportanker darstellt, welche die Montage in der Anfangsphase der Herstellung eines Wandelements 1 veranschaulicht. Die Baugruppe 15 umfasst zwei Formteile 9, die den Transportanker bilden und in einem vorbestimmten Abstand mit Hilfe einer Manschette 16 exakt fluchtend miteinander verbunden sind. Die Manschette 16 zur Aufnahme der Formteile 9 weist an ihren beiden Enden einen Innendurchmesser auf, der genau auf den Außendurchmesser der Formteile 9 abgestimmt ist. Anschläge 17 im Innern der Manschette 16 bestimmen die axiale Position, also den genauen Abstand der Formteile 9 zueinander. Die Länge der Manschette 16 und der Abstand der Anschläge voneinander sind auf die gewünschte Wandstärke des Wandelements 1 abgestimmt. Das bedeutet, dass für unterschiedliche Wandstärken unterschiedliche Manschetten verwendet werden, während die Formteile 9 für alle Wandstärken immer dieselben Abmessungen aufweisen. Eine Standardisierung der Bauteile ist die vorteilhafte Folge dieser Bauform. Die Manschette 16 besteht entweder aus isolierendem Werkstoff oder kann nach Fertigstellung des Wandelements 1 abgenommen werden.In Fig. 2 is a not inventive assembly 15 with a lifting anchor represents, which illustrates the assembly in the initial phase of the production of a wall element 1. The assembly 15 comprises two mold parts 9, which form the lifting anchor and are connected at a predetermined distance by means of a sleeve 16 exactly aligned with each other. The sleeve 16 for receiving the mold parts 9 has at its two ends an inner diameter which is exactly matched to the outer diameter of the mold parts 9. attacks 17 inside the sleeve 16 determine the axial position, ie the exact distance of the mold parts 9 to each other. The length of the sleeve 16 and the distance of the stops from each other are matched to the desired wall thickness of the wall element 1. This means that different cuffs are used for different wall thicknesses, while the moldings 9 always have the same dimensions for all wall thicknesses. Standardization of the components is the advantageous consequence of this design. The sleeve 16 is either made of insulating material or can be removed after completion of the wall element 1.

Beide Formteile 9 können auf ihren den Außenseiten 6 der Schichtelemente 3 und 4 zugewandten Enden mit Verankerungselementen 18 versehen sein (nur bei einem Formteil 9 gezeigt). Ferner können Distanzhalter 19 vorgesehen sein, mit deren Hilfe die Formteile 9 in einem vorbestimmten Abstand von den Außenseiten 6 der Schichtelemente 3 und 4 positioniert werden können. In der Skizze gemäß Fig. 2 soll die Grundlinie die Oberfläche einer Schalung 20 darstellen. Die Baugruppe 15 wird bei der Herstellung eines Wandelements 1 auf der Schalungsoberfläche 20 positioniert, dabei wird die Ebene der gegebenenfalls vorhandenen Bewehrung 21 durchdrungen. Anschließend wird Beton 22 oder eine andere aushärtbare Gießmasse in die Schalungsform eingefüllt und deren Verfestigung abgewartet. Danach wird das verfestigte Schichtelement 3 in an sich bekannter Weise gewendet, oberhalb einer weiteren Schalung positioniert und nach dem Befüllen der zweiten Schalung auf diese soweit abgesenkt, dass die am zweiten Formteil 9 angebrachten Verankerungselemente und Distanzhalter zusammen mit einem Teilbereich des Formteil 9 in der noch nicht verfestigten Gießmasse der zweiten Schalung eintauchen. Der Abstand des ersten Schichtelements 3 von der zweiten Schalung bestimmt die spätere Wandstärke des Wandelements 1.Both moldings 9 may be provided on their outer sides 6 of the layer elements 3 and 4 facing ends with anchoring elements 18 (only shown in a molded part 9). Furthermore, spacers 19 can be provided, with the aid of which the molded parts 9 can be positioned at a predetermined distance from the outer sides 6 of the layer elements 3 and 4. In the sketch according to Fig. 2 the baseline should represent the surface of a formwork 20. The assembly 15 is positioned in the production of a wall element 1 on the formwork surface 20, while the plane of the optionally present reinforcement 21 is penetrated. Subsequently, concrete 22 or another curable casting material is poured into the formwork and their solidification is awaited. Thereafter, the solidified layer element 3 is turned in a conventional manner, positioned above another formwork and lowered to the extent of filling the second formwork that the attached to the second mold part 9 anchoring elements and spacers together with a portion of the molded part 9 in the still immerse non-solidified casting compound of the second formwork. The distance of the first layer element 3 from the second formwork determines the later wall thickness of the wall element 1.

In Fig. 3 ist eine erfindungsgemäße Vorrichtung dargestellt. Diese Baugruppe 23 besteht im Wesentlichen aus zwei zylindrischen Kappen 24, die miteinander durch Stege 25 verbunden sind. Durch die Stege 25 wird die Lage der Kappen 24 zueinander und damit die gewünschte Wandstärke des Wandelements 1 bestimmt. Die mit den Stegen 25 verbundenen Kappen 24 werden in ähnlicher Weise in die Schichtelemente 3 und 4 eingesetzt, wie zu Fig. 2 bereits beschrieben wurde. Die Kappen 24 schließen bündig mit den Innenseiten 5 der Schichtelemente 3 und 4 ab und bilden einen Transportanker im Sinne der vorliegenden Erfindung.In Fig. 3 a device according to the invention is shown. This assembly 23 consists essentially of two cylindrical caps 24 which are interconnected by webs 25. By the webs 25, the position of the caps 24 to each other and thus the desired wall thickness of the wall element 1 is determined. The associated with the webs 25 caps 24 are similarly used in the layer elements 3 and 4, as to Fig. 2 already described. The caps 24 are flush with the inner sides 5 of the layer elements 3 and 4 and form a lifting anchor in the context of the present invention.

Das Lastaufnahmemittel 10 ist bei dieser Variante als Hülse 27 mit federbelastetem Bolzen 28 ausgeführt. Der federbelastete Bolzen 28 verfügt über einen keilförmigen Steg 29, der mit einem schwenkbaren Hebel 30 derart zusammenwirkt, dass der Bolzen 28 gegen die Kraft der Feder 31 in seiner Längsausrichtung verschiebbar ist. Der Hebel 30 ist mit einer Öse 32 ausge stattet, an welcher der Haken 2 eines Krans angreift. Um das Einführen des Lastaufnahmemittels 10 zu erleichtern wirken die Stege 25 als Führungsschienen für die Hülse 27, wobei die Stege 25 nach dem Einbau entfernt werden könnten. Die Stege 25 sind bevorzugt schlechte Wärmeleiter. Durch die Möglichkeit des Entfernens der Stege 25 sind die Kappen 24 als Formteile im Sinne der Erfindung voneinander trennbar.The load-receiving means 10 is designed in this variant as a sleeve 27 with spring-loaded pin 28. The spring-loaded pin 28 has a wedge-shaped web 29 which cooperates with a pivotable lever 30 such that the pin 28 is displaceable against the force of the spring 31 in its longitudinal direction. The lever 30 is equipped with an eyelet 32, which is engaged by the hook 2 of a crane. In order to facilitate the insertion of the load-receiving means 10, the webs 25 act as guide rails for the sleeve 27, wherein the webs 25 could be removed after installation. The webs 25 are preferably poor heat conductors. Due to the possibility of removing the webs 25, the caps 24 as moldings in the context of the invention are separable from each other.

Nachdem das Lastaufnahmemittel 10 in den Zwischenraum 12 der beiden Schichtelemente 3 und 4 gemäß den vorstehenden Figuren eingeführt und der feststehende Teil der Hülse 27 in eines der Sacklöcher 26 in den Kappen 24 eingesetzt wurde, wird der Haken 2 des Krans in die Öse 32 eingehakt. Sobald der Kran die Hubbewegung einleitet schwenkt die Öse 32 um ihre Drehachse 33 und der daran angebrachte Hebel 30 schiebt über den keilförmigen Steg 29 den Bolzen 28 in das noch freie Sackloch 26 in einem der Schichtelemente 3 oder 4. Die Baugruppe 23 ist durch die Länge seiner Stege 25 für die gewünschte Wandstärke ausgebildet, das Lastaufnahmemittel 10 gemäß der vorstehenden Bauform ist jedoch universell und wieder verwendbar. Durch die rotationssymmetrische Bauform der Kappen 24 treten bei Verlagerung des zu transportierenden Wandelements 1 keine Verspannungen auf, da sich das Lastaufnahmemittel 10 mit seiner Hülse 27 in den Kappen 24 drehen kann.After the load receiving means 10 has been introduced into the space 12 of the two layer elements 3 and 4 according to the preceding figures and the fixed part of the sleeve 27 has been inserted into one of the blind holes 26 in the caps 24, the hook 2 of the crane is hooked into the eyelet 32. As soon as the crane initiates the lifting movement, the eyelet 32 pivots about its axis of rotation 33 and the lever 30 attached thereto slides over the wedge-shaped one Ridge 29, the bolt 28 in the still free blind hole 26 in one of the layer elements 3 or 4. The assembly 23 is formed by the length of its webs 25 for the desired wall thickness, the load-bearing means 10 according to the above design, however, is universal and reusable. Due to the rotationally symmetrical design of the caps 24, no strains occur when the wall element 1 to be transported is displaced, since the load receiving means 10 can rotate with its sleeve 27 in the caps 24.

In Fig. 4 ist eine weitere erfindungsgemäße Vorrichtung dargestellt. In den Innenseiten 5 von zwei Schichtelementen 3 und 4 ist der Transportanker in Form von balligen Ausformungen 34 eingearbeitet. Die Ausformungen 34 befinden sich zwischen den Bewehrungselementen 35 innerhalb der Schichtelemente 3 und 4 und können zur besseren und präziseren Montage durch Einsätze 36 realisiert sein, die in ähnlicher Weise in die Schichtelemente 3 und 4 eingesetzt werden, wie zu den vorstehenden Ausführungsbeispielen bereits beschrieben wurde, und die ebenfalls Formteile im Sinne der Erfindung sein können. Auch wenn keine Einsätze 36 oder dergleichen in die Schichtelemente 3, 4 eingesetzt sind, die Ausformungen 34 daher nur Ausnehmungen im Beton selbst darstellten, gelten diese Ausformungen im Rahmen der vorliegenden Erfindung als Formteile. Durch die ballige Ausgestaltung der Ausformungen 34 bzw. Einsätze ist der rotatorische Freiheitsgrad gegenüber den vorbeschriebenen Lösungen nochmals verbessert. Das Lastaufnahmemittel 10 ist hier nach Art einer Zange 37 realisiert, die zwischen die Innenseiten 5 der Schichtelemente 3 und 4 eingeführt und in den Ausformungen 34 platziert wird. Zur besseren Aufnahme des Wandelements 1 sind an den Schenkeln 38 der Zange 37 ebenfalls ballige Formteile 39 angebracht, die in ihrer Größe und Form den balligen Ausformungen 34 entsprechen. Bei beginnender Lastaufnahme spreizt sich die Zange 37 und die Schenkel 38 werden mit ihren balligen Formteilen 39 in die balligen Ausformungen 34 eingedrückt, so dass ein hinreichender Formschluß zum Transport des Wandelements 1 zustande kommt. Die rotatorisch erforderlichen Freiheitsgrade bleiben dabei ebenso erhalten, wie bei den bereits vorgestellten Ausführungsformen. Damit die Zange 37 leichter zwischen die Innenseiten 5 des Wandelements 1 eingeführt werden kann, sind Rastelemente 40 vorhanden, mit deren Hilfe die Zange 37 zur Einführung arretiert werden kann.In Fig. 4 a further device according to the invention is shown. In the inner sides 5 of two layer elements 3 and 4 of the transport anchor is incorporated in the form of spherical formations 34. The formations 34 are located between the reinforcing elements 35 within the layer elements 3 and 4 and can be realized for better and more precise assembly by means of inserts 36, which are similarly inserted into the layer elements 3 and 4, as already described in the preceding embodiments, and which may also be molded parts within the meaning of the invention. Even if no inserts 36 or the like are inserted into the layer elements 3, 4, the formations 34 therefore represent only recesses in the concrete itself, these forms apply in the context of the present invention as moldings. Due to the convex configuration of the formations 34 or inserts of the rotational degree of freedom compared to the above-described solutions is further improved. The load-receiving means 10 is realized here in the manner of a forceps 37 which is inserted between the inner sides 5 of the layer elements 3 and 4 and placed in the formations 34. For better absorption of the wall element 1 37 also spherical moldings 39 are attached to the legs 38 of the forceps, which correspond to the spherical formations 34 in size and shape. At the beginning of load absorption, the forceps 37 spreads and the legs 38 are with their convex molded parts 39 are pressed into the spherical formations 34, so that a sufficient positive engagement for transporting the wall element 1 comes about. The rotationally required degrees of freedom remain the same as in the embodiments already presented. Thus, the forceps 37 can be easily inserted between the inner sides 5 of the wall element 1, locking elements 40 are provided with the aid of the forceps 37 can be locked for insertion.

Eine weitere erfindungsgemäße Vorrichtung ist in den Fig. 5 und 6 gezeigt. In den Innenseiten 5 der Schichtelemente 3 und 4 sind Ausformungen 41 eingearbeitet oder durch entsprechende Einsätze eingepasst, wobei zumindest in einem der Schichtelemente 3 zusätzliche Formschrägen 42 vorgesehen sind, die ein Einfädeln eines kippbaren Lastaufnahmemittels 10 in Form eines Schwenkkörpers 43 ermöglichen. Der Schwenkkörper 43 ist um eine Querachse 44 schwenkbar an einem freien Ende 45 des Lastaufnahmemittels 10 gelagert. Zum Einführen des Schwenkkörpers 43 in den Zwischenraum 12 des Wandelements 1 liegt dessen Längsachse parallel zur Längsachse des freien Endes 45 des Lastaufnahmemittels 10. Nach dem Einführungsvorgang wird die Hebebewegung des Lastaufnahmemittels 10 eingeleitet und der Schwenkkörper 43 legt sich um seine Querachse 44 schwenkend an die Formschräge 42 an der Innenseite 5 des Schichtelements 3 an. Bei fortschreitender Hebebewegung stellt sich der Schwenkkörper 43 vollständig quer und liegt passgenau in den Ausformungen 41 an, welche die Aufgabe eines Transportankers übernehmen. Dabei rastet ein Stift 46 in eine Ausnehmung 47 ein, die sich am Grund der Ausformung 41 befindet. Durch die rotationssymmetrische Gestaltung der Ausformungen 41 und des Schwenkkörpers 43 sind die für einen gefahrlosen Transport notwendigen Freiheitsgrade auch bei diesem Ausführungsbeispiel gegeben. Der in der Ausnehmung 47 eingerastete Stift 46 blockiert das ungewollte Lösen der Verbindung. Zum gezielten Lösen der Verbindung wird der Stift 46 zurück in den Schwenkkörper 43 bewegt, beispielsweise durch einen fernausgelösten elektromagnetischen Impuls. Anschließend kann das Lastaufnahmemittel 10 in den Zwischenraum 12 hinab gelassen werden, der Schwenkkörper 43 wird um seine Querachse 44 verdreht und gleitet auf der Formschräge 42 in eine Lage parallel zur Längsachse des Lastaufnahmemittels 10 und kann aus dem Zwischenraum 12 entfernt werden.Another device according to the invention is in the Fig. 5 and 6 shown. In the inner sides 5 of the layer elements 3 and 4 formations 41 are incorporated or fitted by appropriate inserts, wherein at least in one of the layer elements 3 additional form slopes 42 are provided which allow threading a tiltable load-receiving means 10 in the form of a pivoting body 43. The swivel body 43 is mounted pivotably about a transverse axis 44 at a free end 45 of the load-receiving means 10. For insertion of the pivoting body 43 in the intermediate space 12 of the wall element 1 whose longitudinal axis is parallel to the longitudinal axis of the free end 45 of the load receiving means 10. After the insertion process, the lifting movement of the load receiving means 10 is initiated and the pivoting body 43 wraps around its transverse axis 44 pivotally to the draft 42 on the inside 5 of the layer element 3 at. As the lifting movement progresses, the pivoting body 43 is completely transverse and lies exactly in the formations 41, which take over the task of a transport anchor. In this case, a pin 46 engages in a recess 47, which is located at the bottom of the molding 41. Due to the rotationally symmetrical design of the formations 41 and the pivot body 43 necessary for a safe transport degrees of freedom are also given in this embodiment. The latched in the recess 47 pin 46 blocks the unwanted release of the connection. For targeted release the connection, the pin 46 is moved back into the pivoting body 43, for example by a remote-triggered electromagnetic pulse. Subsequently, the load-receiving means 10 can be let down into the gap 12, the pivot body 43 is rotated about its transverse axis 44 and slides on the draft 42 in a position parallel to the longitudinal axis of the load receiving means 10 and can be removed from the gap 12.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

11
Wandelementwall element
22
Hakenhook
33
Schichtelementlayer element
44
Schichtelementlayer element
55
Innenseiteninsides
66
Außenseitenoutsides
77
Stirnseitenfront sides
88th
Abstandshalterspacer
99
Formteilmolding
1010
LastaufnahmemittelLoad handling devices
1111
Halbschalehalf shell
1212
Zwischenraumgap
1313
---
1414
---
1515
Baugruppemodule
1616
Manschettecuff
1717
Anschlägeattacks
1818
Verankerungselementeanchoring elements
1919
Distanzhalterspacer
2020
Schalungsoberflächeformwork surface
2121
Bewehrungreinforcement
2222
Betonconcrete
2323
Baugruppemodule
2424
Kappencut
2525
StegeStege
2626
Sacklöcherblind holes
2727
Hülseshell
2828
Bolzenbolt
2929
keilförmiger Stegwedge-shaped footbridge
3030
Hebellever
3131
Federfeather
3232
Öseeyelet
3333
Drehachseaxis of rotation
3434
Ausformungformation
3535
Bewehrungselementereinforcing elements
3636
EinsätzeCalls
3737
Zangetongs
3838
Schenkelleg
3939
Formteilemoldings
4040
Rastelementelocking elements
4141
Ausformungenformations
4242
Formschrägeof draft
4343
Schwenkkörperpivoting body
4444
Querachsetransverse axis
4545
freies Ende des Lastaufnehmersfree end of the load carrier
4646
Stiftpen
4747
Ausnehmungrecess

Claims (14)

  1. Wall element for the construction of structural installations, comprising at least two layer elements (3, 4) which are spaced apart from each other in a substantially parallel manner, which each have inner (5) and outer sides (6) and which are connected to each other by spacers (8), wherein the layer elements (3, 4) comprise transport anchors which can be connected to load-receiving means (10) for manipulating the components, wherein at least two mutually separable or spaced-apart shaped parts (24, 26, 34, 36, 41) are present as transport anchors, which are arranged on and/or in the inner (5) and/or outer sides (6) of the components (1), characterized in that the transport anchors are cylindrical or spherical cavities (24, 26, 34, 36, 41) formed as blind holes in the inner sides (5) of the layer elements (3, 4), and that the load-receiving means (10) can be inserted into the blind holes and be removed therefrom.
  2. Wall element according to claim 1, characterized in that the transport anchors comprise rotationally symmetrical shaped parts (24, 26, 34, 36, 41).
  3. Wall element according to claim 1 or 2, characterized in that the shaped parts comprise cylindrical caps (24) which are arranged in the inner sides (5) of the layer elements (3, 4) .
  4. Wall element according to claim 3, characterized in that the shaped parts (24, 26, 34, 41) have anchoring elements (18) and/or spacers (19).
  5. Wall element according to one of the claims 1 to 4, characterized in that the shaped parts (24) are connected to each other in a precisely aligned and optionally separable manner at a predetermined distance as a subassembly (23) with the aid of webs (25) which optionally consist of an insulating material and/or are removable.
  6. Wall element according to one of the claims 1 to 5, characterized in that the shaped parts (24, 26, 34, 36, 41) penetrate the plane of an optionally provided reinforcement (21, 35).
  7. Wall element according to one of the claims 1, 2 or 4 to 6, characterized in that the shaped parts have spherical inserts (34) which are arranged in the inner sides (5) of the layer elements (3, 4).
  8. Wall element according to claim 7, characterized in that the cavities (41) have guide surfaces (42), which are designed so as to receive the load-receiving means (10, 43) in an arresting manner.
  9. Combination of a wall element according to one of claims 1 to 8 and a load-receiving means for manipulating the multi-layered, flat wall elements for the production of building structures, wherein the load-receiving means is connectable to a lifting device such as a crane, for lifting or transporting the multi-layered, flat component and wherein the load-receiving means (10) comprises shaped parts (27, 28, 39, 43) which correspond to the shaped parts (24, 34, 36, 41) of the transport anchors on the layer elements (3, 4) and can be inserted into the blind holes and be removed therefrom.
  10. Combination according to claim 9, characterized in that the load-receiving means (10) correspond to the shaped parts (24, 26, 34, 36, 41) by means of a form-fitting connection.
  11. Combination according to claim 9 or 10, characterized in that the shaped parts (27, 28, 39, 43) thereof are reusable and/or exchangeable according to the different spacings of the layer elements (3, 4).
  12. Combination according to one of the claims 9 to 11, characterized in that the load-receiving means (10) is a sleeve (27) with a spring-loaded pin (28) which has a wedge-shaped web (29) which interacts with a pivotable lever (30) in such a way that the pin (28) is displaceable against the force of the spring (31) in its longitudinal orientation, and that the lever (30) is provided with an eyelet (32) on which the hook (2) of a crane engages.
  13. Combination according to one of the claims 9 to 11, characterized in that the load-receiving means (10) is an expandable forceps (37) which can be inserted between the inner sides (5) of the layer elements (3, 4) and can be placed in the cavities (34), and that spherical shaped parts (39) are arranged on the legs (38) of the forceps (37), which shaped parts correspond to the spherical cavities (34) with respect to their size and shape.
  14. Combination according to one of the claims 9 to 11, characterized by a tiltable load-receiving means (10) in the form of a pivoting body (43) which is pivoted about a transverse axis (44) at a free end (45) of the load-receiving means (10) and rests with exact fit in the shaped parts (41).
EP15002298.6A 2013-07-15 2014-07-15 Wall element and combination of wall element and lifting means Active EP2975196B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15002298T PL2975196T3 (en) 2013-07-15 2014-07-15 Wall element and combination of wall element and lifting means

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT5752013A AT514423B1 (en) 2013-07-15 2013-07-15 Devices for manipulating multi-layered flat components
EP14450037.8A EP2826930B1 (en) 2013-07-15 2014-07-15 Device for manipulating multiple-wall flat components

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP14450037.8A Division-Into EP2826930B1 (en) 2013-07-15 2014-07-15 Device for manipulating multiple-wall flat components
EP14450037.8A Division EP2826930B1 (en) 2013-07-15 2014-07-15 Device for manipulating multiple-wall flat components

Publications (2)

Publication Number Publication Date
EP2975196A1 EP2975196A1 (en) 2016-01-20
EP2975196B1 true EP2975196B1 (en) 2018-02-14

Family

ID=51266259

Family Applications (2)

Application Number Title Priority Date Filing Date
EP14450037.8A Active EP2826930B1 (en) 2013-07-15 2014-07-15 Device for manipulating multiple-wall flat components
EP15002298.6A Active EP2975196B1 (en) 2013-07-15 2014-07-15 Wall element and combination of wall element and lifting means

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP14450037.8A Active EP2826930B1 (en) 2013-07-15 2014-07-15 Device for manipulating multiple-wall flat components

Country Status (5)

Country Link
EP (2) EP2826930B1 (en)
AT (1) AT514423B1 (en)
DK (2) DK2826930T3 (en)
NO (2) NO2826930T3 (en)
PL (2) PL2975196T3 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3034791B1 (en) * 2015-04-09 2018-05-25 Spurgin Leonhart INTEGRATED FORMWORK WALL WITH REMOVABLE MEANS FOR RECEIVING A MEANS FOR CONNECTING TO A HANDLING MACHINE
DE102017111473A1 (en) 2017-05-24 2018-11-29 Georg Weidner Transport anchor system with spacer
DE102017111469A1 (en) 2017-05-24 2018-11-29 Georg Weidner Double wall lifting anchor system with load bearing device
CN113417404B (en) * 2021-08-05 2022-11-11 三一筑工科技股份有限公司 Rough surface forming device and prefabricated superposed member

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Publication number Priority date Publication date Assignee Title
DE2704435C3 (en) 1977-02-03 1981-04-16 Frimeda Metall- Und Drahtwarenfabrik Siegfried Fricker, 7135 Wiernsheim Mounting and transport anchors for precast concrete slabs
AT409395B (en) * 1997-04-14 2002-07-25 Augustin Dipl Ing Heuberger METHOD FOR PRODUCING MULTI-SHELLED WALL WASHER
DE19946320B4 (en) * 1999-09-28 2012-08-09 Max Bögl Bauunternehmung GmbH & Co. KG double wall
DE20008530U1 (en) * 2000-05-11 2000-08-31 Syspro-Gruppe Betonbauteile e.V., 68766 Hockenheim Spacers for concrete cavity elements
DE10351487A1 (en) 2003-09-30 2005-05-12 Tzentis Natalie Transport and lifting gear for panels making up cavity walls for building has triangular plate with holes for lifting beam and for straps with pins engaging lifting eyes screwed into top edges of panels
DE202006017510U1 (en) * 2006-11-15 2007-04-12 H Bau Technik Gmbh Transport and assembly anchor for double-layered concrete cavity wall parts has two ends bonded into concrete of each respective layer, first end shaped as anchor foot with surface enabling anchor to stand up on its own; cavity wall parts
EP2060704B1 (en) * 2007-11-13 2012-10-17 B.T. Innovation GmbH Anchor device
FR2948139B1 (en) * 2009-07-15 2015-03-27 Fehr DEVICE FOR CONNECTING TWO SKINS OF A LOST FORMWORK WALL EQUIPPED WITH A HANDLING SLING.
US8613175B2 (en) * 2011-09-23 2013-12-24 Mitek Holdings, Inc. High-strength pintles and anchoring systems utilizing the same

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Title
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Also Published As

Publication number Publication date
EP2826930B1 (en) 2018-01-17
DK2975196T3 (en) 2018-05-28
NO2826930T3 (en) 2018-06-16
NO2975196T3 (en) 2018-07-14
EP2975196A1 (en) 2016-01-20
DK2826930T3 (en) 2018-04-30
AT514423B1 (en) 2015-01-15
PL2975196T3 (en) 2018-07-31
PL2826930T3 (en) 2018-07-31
EP2826930A1 (en) 2015-01-21
AT514423A4 (en) 2015-01-15

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