EP2975196A1 - Élément de mur et combination d'élément de mur et moyens de levage dudit mur - Google Patents

Élément de mur et combination d'élément de mur et moyens de levage dudit mur Download PDF

Info

Publication number
EP2975196A1
EP2975196A1 EP15002298.6A EP15002298A EP2975196A1 EP 2975196 A1 EP2975196 A1 EP 2975196A1 EP 15002298 A EP15002298 A EP 15002298A EP 2975196 A1 EP2975196 A1 EP 2975196A1
Authority
EP
European Patent Office
Prior art keywords
load
wall element
molded parts
receiving means
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.)
Granted
Application number
EP15002298.6A
Other languages
German (de)
English (en)
Other versions
EP2975196B1 (fr
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
Original Assignee
Kappema Fertigteilindustrie GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kappema Fertigteilindustrie GmbH filed Critical Kappema Fertigteilindustrie GmbH
Priority to PL15002298T priority Critical patent/PL2975196T3/pl
Publication of EP2975196A1 publication Critical patent/EP2975196A1/fr
Application granted granted Critical
Publication of EP2975196B1 publication Critical patent/EP2975196B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E04G21/145—Means in or on the elements for connecting same to handling apparatus specific for hollow plates
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-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
    • B66C1/10—Load-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
    • B66C1/62—Load-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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-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
    • B66C1/10—Load-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
    • B66C1/62—Load-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
    • B66C1/66—Load-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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-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
    • B66C1/10—Load-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
    • B66C1/62—Load-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
    • B66C1/66—Load-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
    • B66C1/666—Load-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
    • 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
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building 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
    • E04C2/526—Building 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • 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
    • E04C2002/045—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 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 transport anchors to wall elements according to the preamble of 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 comprises 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 do not have to be completely separated from each other or separable. 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.
  • a device for manipulating multi-layered sheet-like components for the construction of structures including at least two substantially parallel spaced apart layer elements are provided, which are interconnected by spacers, wherein the layer elements have transport anchors, which are connected to load receiving means for manipulating the multi-shell sheet-like components are connectable, and if as a transport anchor at least two separable or spaced, load-receiving moldings are present, which are arranged on and / or in the inner and / or outer sides of the components, and if between the load receiving means and the separable or spaced Moldings an active compound can be produced.
  • the shaped parts are designed as cylindrical blind holes in the inner sides of the layer elements or if they are formed as spherical blind holes in the inner sides of the layer elements.
  • a device for manipulating multi-layered sheet-like components for the construction of structures is also then advantageous if at least two substantially parallel spaced apart layer elements are provided, which are interconnected by spacers, wherein the layer elements have lifting anchors which are connectable to load receiving means for manipulating the multi-shell sheet-like components and if as transport anchor formations in the insides of the layer elements are present, which are designed such that between the load receiving means and the lifting anchors an operative connection can be produced.
  • 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 load handling device for manipulating multi-layered sheet-like components for the construction of structures is advantageous if the load-carrying means with a lifting means of a crane for lifting or transporting the multi-layered sheet member is connectable, and if the load receiving means has molded parts with the transport anchors according to the preceding claims correspond positively.
  • Load-receiving means are also advantageous if the production and / or the solution of the positive connection between the load-carrying means and the lifting anchors is done manually or automatically by remote triggering.
  • 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 device according to the invention for manipulating multi-layered flat components in the form of a wall element 1 for the construction of structures.
  • These are 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 an assembly 15 with a lifting anchor illustrating 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. Stops 17 inside the sleeve 16 determine the axial position, ie the exact distance of the moldings 9 to each other.
  • the length of the sleeve 16 and the distance of the stops from each other are the desired Wall thickness of the wall element 1 tuned.
  • 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.
  • a variant of an assembly of a transport anchor is shown, which is designated by 23.
  • 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 pushes the bolt 28 into the still free blind hole 26 in one of the layer elements 3 or 4 via the wedge-shaped web 29.
  • the assembly 23 is defined by the length formed of webs 25 for the desired wall thickness,
  • the load-receiving means 10 according to the above design 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 rotational required Degrees of freedom remain the same as in the already presented embodiments.
  • 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 embodiment 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 are let down into the space 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 space 12.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP15002298.6A 2013-07-15 2014-07-15 Élément de mur et combination d'élément de mur et moyens de levage dudit mur Active EP2975196B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15002298T PL2975196T3 (pl) 2013-07-15 2014-07-15 Element ścienny oraz kombinowany system utworzony z elementu ściennego i środka przenoszącego obciążenie

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT5752013A AT514423B1 (de) 2013-07-15 2013-07-15 Vorrichtungen zum Manipulieren von mehrschaligen flächigen Bauteilen
EP14450037.8A EP2826930B1 (fr) 2013-07-15 2014-07-15 Dispositif destiné à la manipulation de plusieurs composants plats multicouches

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP14450037.8A Division-Into EP2826930B1 (fr) 2013-07-15 2014-07-15 Dispositif destiné à la manipulation de plusieurs composants plats multicouches
EP14450037.8A Division EP2826930B1 (fr) 2013-07-15 2014-07-15 Dispositif destiné à la manipulation de plusieurs composants plats multicouches

Publications (2)

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

Family

ID=51266259

Family Applications (2)

Application Number Title Priority Date Filing Date
EP15002298.6A Active EP2975196B1 (fr) 2013-07-15 2014-07-15 Élément de mur et combination d'élément de mur et moyens de levage dudit mur
EP14450037.8A Active EP2826930B1 (fr) 2013-07-15 2014-07-15 Dispositif destiné à la manipulation de plusieurs composants plats multicouches

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP14450037.8A Active EP2826930B1 (fr) 2013-07-15 2014-07-15 Dispositif destiné à la manipulation de plusieurs composants plats multicouches

Country Status (5)

Country Link
EP (2) EP2975196B1 (fr)
AT (1) AT514423B1 (fr)
DK (2) DK2975196T3 (fr)
NO (2) NO2975196T3 (fr)
PL (2) PL2826930T3 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3034791B1 (fr) * 2015-04-09 2018-05-25 Spurgin Leonhart Mur a coffrage integre avec un moyen amovible de reception d'un moyen de raccordement a un engin de manutention
DE102017111469A1 (de) 2017-05-24 2018-11-29 Georg Weidner Doppelwand-Transportankersystem mit Lastaufnahmevorrichtung
DE102017111473A1 (de) 2017-05-24 2018-11-29 Georg Weidner Transportankersystem mit Abstandhalter
CN113417404B (zh) * 2021-08-05 2022-11-11 三一筑工科技股份有限公司 一种粗糙面成型装置及预制叠合构件

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT349715B (de) 1977-02-03 1979-04-25 Fricker Frimeda Metall Draht Aufstell- und transportanker fuer betonfertig- teile
DE20008530U1 (de) 2000-05-11 2000-08-31 Syspro-Gruppe Betonbauteile e.V., 68766 Hockenheim Distanzhalter für Betonhohlraumelemente
DE19946320A1 (de) * 1999-09-28 2001-03-29 Boegl Max Bauunternehmung Gmbh Doppelwand
DE10351487A1 (de) 2003-09-30 2005-05-12 Tzentis Natalie Vorrichtung und Verfahren zum Transport eines Wandbauelements, Wandbauelement
FR2948139A1 (fr) * 2009-07-15 2011-01-21 Fehr Dispositif de raccordement de deux peaux d'un mur a coffrage perdu equipe d'une elingue de manutention.

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT409395B (de) * 1997-04-14 2002-07-25 Augustin Dipl Ing Heuberger Verfahren zur herstellung mehrschaliger mauerscheiben
DE202006017510U1 (de) * 2006-11-15 2007-04-12 H Bau Technik Gmbh Transport- und Montageanker für doppelschalige Hohlwandfertigteile aus Beton sowie Hohlwandfertigteil mit einem solchen Transport- und Montageanker
EP2060704B1 (fr) * 2007-11-13 2012-10-17 B.T. Innovation GmbH Dispositif d'ancre
US8613175B2 (en) * 2011-09-23 2013-12-24 Mitek Holdings, Inc. High-strength pintles and anchoring systems utilizing the same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT349715B (de) 1977-02-03 1979-04-25 Fricker Frimeda Metall Draht Aufstell- und transportanker fuer betonfertig- teile
DE19946320A1 (de) * 1999-09-28 2001-03-29 Boegl Max Bauunternehmung Gmbh Doppelwand
DE20008530U1 (de) 2000-05-11 2000-08-31 Syspro-Gruppe Betonbauteile e.V., 68766 Hockenheim Distanzhalter für Betonhohlraumelemente
DE10351487A1 (de) 2003-09-30 2005-05-12 Tzentis Natalie Vorrichtung und Verfahren zum Transport eines Wandbauelements, Wandbauelement
FR2948139A1 (fr) * 2009-07-15 2011-01-21 Fehr Dispositif de raccordement de deux peaux d'un mur a coffrage perdu equipe d'une elingue de manutention.

Also Published As

Publication number Publication date
EP2826930B1 (fr) 2018-01-17
DK2826930T3 (da) 2018-04-30
NO2826930T3 (fr) 2018-06-16
DK2975196T3 (da) 2018-05-28
PL2975196T3 (pl) 2018-07-31
PL2826930T3 (pl) 2018-07-31
EP2975196B1 (fr) 2018-02-14
NO2975196T3 (fr) 2018-07-14
AT514423A4 (de) 2015-01-15
AT514423B1 (de) 2015-01-15
EP2826930A1 (fr) 2015-01-21

Similar Documents

Publication Publication Date Title
DE68909917T2 (de) Ankervorrichtung insbesondere für beton.
EP2410096B1 (fr) Dispositif de coffrage et procédé de formation d'un évidement pendant le coulage d'un composant
EP3150779A1 (fr) Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
EP3029220A1 (fr) Système à ancrage de transport de doubles parois préfabriquées béton/acier
DE69004062T2 (de) Hebe- und aufrichtanker, insbesondere für betonplatten.
EP2975196B1 (fr) Élément de mur et combination d'élément de mur et moyens de levage dudit mur
AT513576B1 (de) Wandschalungssystem sowie ein Verfahren zum Herstellen eines Wandschnitts mit einer Isolierschalung
DE60127646T2 (de) Vorrichtung zum Schutz von Transportankern mit einem rohrförmigen Körper während des Einbetonierens in ein vorgefertigtes Bauteil
EP3569795B1 (fr) Dispositif de positionnement d'une ancre de transport
DE202020004844U1 (de) Distanzstück für eine Schalung
EP2775063A1 (fr) Agencement de liaison destiné à la formation de produits finis en béton à double paroi
EP1702120B1 (fr) Systeme de coffrage
EP4051473A1 (fr) Dispositif de coffrage
EP3918153B1 (fr) Ancrage de transport comprenant un élément de pression et procede de production d'un tel ancrage de transport
DE19946320B4 (de) Doppelwand
DE102017111469A1 (de) Doppelwand-Transportankersystem mit Lastaufnahmevorrichtung
DE4216367A1 (de) Vorgefertigtes Mauerelement aus Ziegeln
EP0259295B1 (fr) Dispositif pour transporter et manipuler des charges lourdes, en particulier des éléments préfabriqués en béton
EP3330448A1 (fr) Dispositif et procédé de raccordement de deux composants dans une orientation déterminée relative ainsi que construction en béton
EP3421689B1 (fr) Réservoir de transport
DE102004038381A1 (de) Anschlagmittel sowie hülsenartiges Element und Herstellungsverfahren hierfür
EP4006267B1 (fr) Système d'ancrage de transport pour une pièce en béton
DE102017210761A1 (de) Transportanker
DE102017111473A1 (de) Transportankersystem mit Abstandhalter
EP3026199B1 (fr) Cheville pour cloison creuse

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AC Divisional application: reference to earlier application

Ref document number: 2826930

Country of ref document: EP

Kind code of ref document: P

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

17P Request for examination filed

Effective date: 20160720

RAX Requested extension states of the european patent have changed

Extension state: ME

Payment date: 20160720

Extension state: BA

Payment date: 20160720

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170607

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAL Information related to payment of fee for publishing/printing deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR3

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTC Intention to grant announced (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20171110

INTG Intention to grant announced

Effective date: 20171124

INTC Intention to grant announced (deleted)
INTG Intention to grant announced

Effective date: 20171206

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AC Divisional application: reference to earlier application

Ref document number: 2826930

Country of ref document: EP

Kind code of ref document: P

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502014007280

Country of ref document: DE

Ref country code: AT

Ref legal event code: REF

Ref document number: 969929

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180315

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG PATENT- UND MARKENANWAELTE, CH

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20180522

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20180214

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NO

Payment date: 20180522

Year of fee payment: 5

Ref country code: FI

Payment date: 20180511

Year of fee payment: 5

Ref country code: NL

Payment date: 20180620

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180515

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180514

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20180502

Year of fee payment: 5

Ref country code: BE

Payment date: 20180514

Year of fee payment: 5

Ref country code: PL

Payment date: 20180511

Year of fee payment: 5

Ref country code: FR

Payment date: 20180514

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20180925

Year of fee payment: 4

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502014007280

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CZ

Payment date: 20180711

Year of fee payment: 5

Ref country code: SE

Payment date: 20180717

Year of fee payment: 5

Ref country code: CH

Payment date: 20180713

Year of fee payment: 5

Ref country code: DK

Payment date: 20180704

Year of fee payment: 5

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20181115

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20180715

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180715

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180715

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180715

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20190719

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20190729

Year of fee payment: 6

REG Reference to a national code

Ref country code: NO

Ref legal event code: MMEP

Ref country code: DK

Ref legal event code: EBP

Effective date: 20190731

REG Reference to a national code

Ref country code: FI

Ref legal event code: MAE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190731

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190801

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190716

Ref country code: FI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190715

Ref country code: NO

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20190801

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180214

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

Ref country code: CZ

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190715

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20140715

Ref country code: MK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180214

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180614

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190715

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502014007280

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190715

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 969929

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200715

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210202

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200715

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190715