EP3190244A1 - Douille filetée d'ancrage d'éléments de construction dans un ouvrage en béton et entretoise tubulaire - Google Patents

Douille filetée d'ancrage d'éléments de construction dans un ouvrage en béton et entretoise tubulaire Download PDF

Info

Publication number
EP3190244A1
EP3190244A1 EP16201695.0A EP16201695A EP3190244A1 EP 3190244 A1 EP3190244 A1 EP 3190244A1 EP 16201695 A EP16201695 A EP 16201695A EP 3190244 A1 EP3190244 A1 EP 3190244A1
Authority
EP
European Patent Office
Prior art keywords
threaded sleeve
spacer tube
positioning
anchor plate
threaded
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
EP16201695.0A
Other languages
German (de)
English (en)
Other versions
EP3190244C0 (fr
EP3190244B1 (fr
Inventor
Pino Albanese
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.)
ALBANESE, PINO
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to EP25192244.9A priority Critical patent/EP4613954A3/fr
Publication of EP3190244A1 publication Critical patent/EP3190244A1/fr
Application granted granted Critical
Publication of EP3190244C0 publication Critical patent/EP3190244C0/fr
Publication of EP3190244B1 publication Critical patent/EP3190244B1/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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • 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

Definitions

  • the invention relates to a threaded sleeve for anchoring components in a concrete structure according to the preamble of patent claim 1.
  • the invention further relates to a positioning and anchor plate for a threaded sleeve according to the preamble of claim 9.
  • the invention further relates to a spacer tube for extending the base body of a threaded sleeve and for fixing a positioning and anchor plate according to claim 16.
  • Threaded sleeves of the type mentioned are concreted in the creation of concrete structures in the latter, following the creation of the structure such as a wall, a ceiling or a floor or an element (eg a staircase) on this with tie rods, in which helically rotating or spaced trained threads are arranged or fastened with eyebolts, components such as consoles, scaffolds, guardrails, hoists or formwork or can lift these components.
  • a threaded sleeve known.
  • This comprises a tubular base body, in the center of which a threaded bore is formed, into which threaded studs, such as, for example, tensioning rods, can be screwed from one side.
  • threaded studs such as, for example, tensioning rods
  • This cover plate which also serves as anchor element, can be formed as a circular disk or in the region radially outside the periphery of the base body consist of disk sections. Of these disk sections or the periphery of the disc extend a plurality, for example, three webs along the outer shell.
  • the webs in the area between the cover plate and the outer surface of the base body are tapered, then the edges of the webs are axially parallel.
  • the base body is stepped, that is, at the open end of the base body whose wall thickness is less than in the middle and in the region of the cover plate.
  • Such threaded sleeves are used millions of times and can accommodate loads up to several tons, ie tensile forces that act axially outward.
  • the attachment of the known threaded sleeves is made by peg-shaped elements with a conical foot, which are attached with a nail to the formwork of the concrete structure.
  • the concrete sleeves to be fastened are pushed onto the conical part of the pin after the nail has been hammered in.
  • the pin thus serves on the one hand as a retaining element of the threaded sleeve and on the other hand it simultaneously closes the open side of the threaded hole and thus prevents the penetration of cement water into the threaded hole.
  • the pin After the construction of the building and hardening of the concrete stripping the pin is withdrawn together with the shutter wall of the threaded sleeve or, if the pin remains in the threaded sleeve, it can be pulled out of the threaded sleeve on the nail.
  • magnets For formwork made of steel, magnets must be used in the journal, which adhere to the formwork. Such threaded sleeves are very expensive.
  • the threaded sleeve is therefore always in a superficial area of the structure.
  • the removable from the threaded sleeve pull-out forces are therefore limited only by the near-surface position of the threaded sleeve in the building, for example, to about 2800 kg. This means that not any components can be attached to such threaded sleeves, because their holding power, for example when walk-in scaffolding must be attached to threaded sleeves, too small and their safety is too low.
  • To higher loads To hang threaded sleeves, much more expensive and longer threaded sleeves made of other materials such as steel are needed.
  • a further alternative to those made of plastic relatively short threaded sleeves are those with a longer threaded portion, but this means that the insertion of the tension rods is more time-consuming and thus causes additional (labor) costs.
  • longer threaded sleeves can be demolished when backfilling the formwork from the liquid concrete due to the large lever of the formwork.
  • New buildings to be built inevitably need to be better insulated, with the result that insulating panels are often placed on the outside of concrete walls, which are inherently porous or poorly resistant and therefore have a much lower strength than the concrete wall. If the insulating already attached to the formwork panels when creating the wall, the previously known threaded sleeves that connect each directly to the surface of the structure, not simply be inserted into the insulating or lightweight panels, but they must be connected to the back of the concrete structure be.
  • the known threaded sleeves could be provided with a greater length of the base body.
  • the threaded sleeves could have a length of 100 mm, 150 mm or more.
  • the attachment of such "long" threaded sleeves is difficult because when concreting high forces through the liquid flowing concrete or when mounting the insulation transverse to the longitudinal axis act on the threaded sleeves and can tear them from the formwork. This has the consequence that then there is no threaded sleeve at the desired location.
  • An object of the present invention is therefore to provide a threaded sleeve, which is both used in a conventional manner and which can be adapted to the respective conditions depending on the requirement of the pull-out force to be ensured and the formation of the concrete structure on the construction site.
  • Another object of the invention is to provide a threaded sleeve which can be used both on formwork made of wood and on steel.
  • Another object of the invention is to provide a threaded sleeve, the much larger pull-out forces can be accommodated by being arranged deeper in the building and thus can be positioned at the appropriate position in the building.
  • the spacer sleeve and the positioning and anchor plate succeeds with one and the same design of the threaded sleeve to position and anchor at different distances and angular positions to the surface of the building in the concrete mass and by placing a spacer tube the opportunity to arrange the threaded sleeve behind an insulating layer and / or to move this further into the interior of the building in order to achieve a much higher pull-out force.
  • any arrangement can be performed with one and the same threaded sleeve without special storage.
  • the connection between the short standard threaded sleeve with a Distance tube is made by simply plugging or by snapping to incisions or by turning in a thread.
  • the spacer tube can be provided with predetermined breaking points, so that at the desired location, the spacer tube either cut or sawn off and thus can be shortened.
  • An over a surface of a structure, such as a floor plate, protruding spacer tube can be knocked off after completion or curing of the structure, without the need for separation tools.
  • a positioning or anchor plate is used, then this can either be placed directly on the threaded sleeve or fastened at any point on the spacer tube.
  • the positioning or anchor plate makes it possible to attach the threaded sleeve with or without spacer tube at any point within the structure of the reinforcing bars, whereby the pull-out force is further increased.
  • the threaded sleeve and / or the positioning or anchor plate can be made of plastic, fiber-reinforced plastic, metal or other materials.
  • the pull-out force can be additionally increased by the positioning or anchor plate, because of Tear-off cone is increased many times, and in addition, when combined with reinforcing iron, become much larger.
  • the positioning of threaded sleeves can be done with the positioning or anchor plate substantially at any point and the position of the threaded sleeve can be inserted at right angles to the surface of the building, but also at any other acute angle.
  • the displacement of the threaded sleeves with a positioning or anchor plate is simple and is done by attaching the positioning or anchor plate with iron ties to the reinforcing elements.
  • the threaded sleeve is held securely and true to position by the positioning or anchor plate.
  • the positioning or anchor plate offers the possibility to attach the threaded sleeves with iron ties to the reinforcement and thereby positionally true to structures with steel formwork, without the need for an expensive and expensive magnetic cone must be used.
  • the threaded sleeve 1 comprises, for example, a base body 3 of three coaxially arranged cylindrical sections 3a, 3b and 3c with different diameters.
  • the three sections 3a, 3b and 3c are penetrated axially by a threaded bore 5.
  • the threaded bore 5 may comprise a single helical thread or be formed by a plurality of interrupted threaded portions 7, which extend over the entire axial length or only over a partial region.
  • the cover plate 11 may be formed as a circular disk (no figure) or in the area outside the periphery of the underlying portion 3c consist of circular ring sections. The cover plate 11 closes the lower end of the threaded bore. 5
  • the base body 3 comprises the three cylinder sections 3a, 3b and 3c. Of course, only one, two or more than three cylinder sections could be present. Alternatively, the base body 3 may also have a lateral surface which corresponds to the lateral surface of a truncated pyramid, circular truncated cone or cylinder.
  • the incisions 13 may have a rectangular or V-shaped cross-section. With a rectangular cross section, these have an axial height h.
  • the flanks of the incisions 13 may be parallel to each other and at right angles to the axis A of the threaded sleeve 1 or alternatively be arranged extending in the direction of the axis A at an acute angle.
  • the flanks of the incisions 13 are preferably not plan, but cambered or at an acute angle to the axis A, so that the height h in the middle of the incisions 13 is the smallest.
  • the threaded sleeve 1 is made of plastic, which may additionally be reinforced by fibers.
  • the threaded sleeve 1 can also be made as a metal injection molded part, metallic deep-drawing or ironing part or another material. A combination of plastic and metal is also possible.
  • the spacer tube 15 comprises a centrally disposed cylindrical tubular body 17, the bore 19 has a diameter corresponding to the diameter of the threaded bore 5 in the threaded sleeve 1.
  • webs 9a and notches 13a are integrally formed on the jacket of the tubular body 17.
  • the webs 9 and cuts 13 correspond to the webs. 9 and 13 on the threaded sleeve 1. They are thus distributed in the same manner over the mantle surface of the tubular body 17.
  • Lower end of the spacer tube 15 is formed as a short tube cylinder 21, whose outer diameter is greater than the outer diameter of the tubular body 17 and whose inner diameter corresponds to the outer diameter of the section 3 c on the base body 3.
  • the jacket of the base body 3 may have a larger diameter at the threaded sleeve 1 in the area of the opening, such that an internal thread for screwing in the spacer tube 15 is formed in this area.
  • the internal thread on the threaded sleeve 1 and the spacer tube 15 are not shown.
  • the corresponding formation of an internal thread on the spacer tube 15, if one is provided, is not shown.
  • L-shaped hooks 23 are formed, wherein the shorter radially projecting from the tube cylinder 21 leg of the hook 23 is shorter than the longer leg.
  • the longer leg is substantially tangential to the shell of the tube cylinder 21.
  • the radial distance of the longer leg of the hook 23 from the mantle surface of the tube cylinder 21 corresponds to the distance b or is slightly greater than the distance b of the base of the incisions 13 from the shell of the tubular body 17th or the section 3c on the threaded sleeve 1 (see FIG. FIGS. 2 and 3 ).
  • the spacer tube 15 is pushed axially onto the threaded sleeve 1, wherein when placing the hooks 23 must lie between the webs 9, then the spacer tube 15 or the threaded sleeve 1 can be rotated clockwise, causing the hooks 23 in the cuts 13 on the webs. 9 engage the base body 1 and hook there or engage and so a rigid, tight and tensile connection of the two elements is achieved.
  • the threads or threaded portions 7 in the bore 19 on the spacer tube 15, if such are formed on the latter, are arranged such that, when the spacer tube 15 is placed on the threaded sleeve 1, with the threaded portions 7 in the threaded sleeve 1 form a continuous thread ,
  • These two parts - threaded sleeve 1 and spacer tube 5 - now form an elongated threaded sleeve whose cover plate 11 comes to rest either at a greater distance to the surface of the building in which the threaded sleeve 1 is inserted or the threaded sleeve 1 is arranged as before in the building and the spacer tube 15 penetrates an insulating layer on the surface of the building.
  • the spacer tube 15 now forms a guide to the threaded sleeve 1 for a tension rod to which a scaffolding, a supporting device can be attached.
  • circumferential or partially circumferential grooves 25 are formed in the lateral surface, which serve as predetermined breaking areas.
  • the grooves 25 are each arranged in the same axial position as the incisions 13.
  • the spacer tube 15 can be easily reduced in this way with a sharp knife or a saw to the desired length.
  • spacer tube 15 of the projecting beyond the surface of a bottom plate area can be knocked off.
  • the spacer tube 15 can not only put on the threaded sleeve 1, but the spacer tube 15 can be arranged on an already placed on a threaded sleeve 1 first spacer tube 1 for further extension.
  • each spacer tube 1 at its upper end, that is, the tube cylinder 21 opposite to an axially extending aperture 27 of the webs 9 is provided, as is also the case on the threaded sleeve. 1
  • incisions 13 in axially extending webs 9 can be formed on the jacket of the threaded sleeve 1 and the spacer tube 15 arranged in the axial direction rows of knobs or bosses, between which then the incisions 13 are formed (not shown). Accordingly, the hooks 23 engage after placing the spacer tube 15 on a threaded sleeve 1 and on an already placed on the threaded sleeve 1 spacer tube 15 between the knobs or bosses and thus form a firm connection between the threaded sleeve 1 and the spacer tube 15. At the knobs or bosses or incisions can also other other elements be attached positively.
  • knobs or buckles helical rows can be formed, which hook when attaching a spacer tube 15 to this and create a permanent connection.
  • FIG. 6 a known per se locking pin 29 is shown, which is inserted into the upper end of the threaded sleeve 1 or, if a spacer tube 15 is placed on this, in the upper end of the attached spacer tube 15.
  • With the closure pin 29 can - in a conventional manner - the threaded sleeve 1 with or without spacer tube 15 attached to a formwork wall before concreting the structure and the threaded hole to be protected against penetrating concrete water.
  • FIGS. 7 to 10 show a positioning or anchor plate 31, which directly on a threaded sleeve 1 and / or on a spacer tube 15 which is fixed to the threaded sleeve 1, can be placed at a predetermined distance from the cover plate 11.
  • the positioning and anchor plate 31 includes a recess 33, the is preferably arranged in the center of the positioning and anchor plate 31.
  • the recess 33 which forms a socket 34
  • circular ring portions 35 are formed, whose ends have a mutual distance X.
  • the distance X corresponds to the thickness s of the webs 9 or 9a or the humps or nubs.
  • the axial extent of the circular ring sections 35 corresponds to the axial extent h of the incisions 13.
  • the number of circular ring sections 35 corresponds to the number of webs 9, 9a or the number of rows of dimples. Together they form a kind of bayonet closure.
  • the positioning and anchor plate 31 comprises a grid body 37 which is formed by rungs 39 and a frame 41.
  • the substantially central recess 33 is bounded by the socket 34, which is connected to the frame 41 and / or the rungs 39.
  • the positioning and anchor plate 31 may be made of plastic with or without fiber reinforcement or of metal.
  • edges which define the incisions 13 laterally and at the bottom and the alternatively mounted knobs or humps on the threaded sleeve 1 and the spacer tube 15 are chamfered, in such a way that when pushing the positioning and anchor plate 31, this self-centered and without eye contact of the worker by itself in the cuts 13 or hump or nubs slides into and then locked by a rotary joint can be.
  • the positioning and anchor plate 31 glides independently when placed in the centered position and consequently only needs to be at the intended location or at the prescribed distance from the end of the spacer sleeve 1 or the spacer tube 15 are turned.
  • the positioning or anchor plate 31 is pushed axially from above over the threaded sleeve 1 and the spacer tube 15 and then rotated at the desired height by a few degrees, so that the circular ring portions 35 engage in the recesses 13 or 13a or between the knobs or bosses on the threaded sleeve 1 and the spacer tube 15 and are thereby axially secured.
  • hook-shaped elements at the ends of the circular ring sections 35 can be ensured that the rotation of the positioning or anchor plate 31 with respect to the threaded sleeve 1 or the spacer tube 15 enters a mutual non-releasable locking.
  • the threaded sleeve 1 without prior attachment to a formwork made of wood or steel for the building to be created before pouring the concrete at the desired location on the existing rebar there (reinforcing bars not shown) using iron ties be attached.
  • the threaded sleeve 1 in any position, that is any angle or distance to the surface of the structure can be attached to the reinforcing bars. It is therefore possible to arrange the threaded sleeve 1 at an angle of for example 45 °, so that supports for formwork can be connected directly to the threaded sleeve 1. At the same time it is also possible to arrange the threaded sleeve 1 at any point or at any distance from the surface of the building in this.
  • the pull-out force that is, the resilience of the threaded sleeve 1 and the Auszugkegels the building significantly increased and prevents an outbreak at high loads from the surface of the building.
  • the attachment of the threaded sleeve 1 at The reinforcing iron also ensures that when concreting, that is, when filling the liquid concrete, the threaded sleeve 1 is not detached from the formwork and thereby moved or even unusable torn into the interior of the building.
  • threaded sleeves 1 can be safely arranged even when using formwork made of steel without expensive and expensive cones.
  • the positioning or anchor plate 31 increases by their geometric expansion and connection in the reinforcing bars the pull-out force of a tension rod in comparison to the pull-out force of a threaded sleeve 1 without positioning or anchor plate 31 by a multiple.
  • connection of threaded sleeve 1 and the positioning and anchor plate 31 and the threaded sleeve 1 and the spacer tube 15 can on the shell of the tubular body 17 of the threaded sleeve 1 and on the spacer tube 15 is a continuous thread or one of a plurality of Thread sections existing thread may be arranged, on which then the positioning and anchor plate 31 in the socket 34 a thread is arranged, screwed and can be positioned axially in this way (no pictures).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP16201695.0A 2016-01-11 2016-12-01 Douille filetée d'ancrage d'éléments de construction dans un ouvrage en béton et entretoise tubulaire Active EP3190244B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP25192244.9A EP4613954A3 (fr) 2016-01-11 2016-12-01 Douille filetée pour l'ancrage d'éléments de construction dans une construction en béton, et un tuyau d'écartement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH00033/16A CH712025A2 (de) 2016-01-11 2016-01-11 Gewindehülse zur Verankerung von Bauelementen in einem Betonbauwerk, eine Positionier- und Ankerplatte sowie ein Distanzrohr.

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP25192244.9A Division EP4613954A3 (fr) 2016-01-11 2016-12-01 Douille filetée pour l'ancrage d'éléments de construction dans une construction en béton, et un tuyau d'écartement

Publications (3)

Publication Number Publication Date
EP3190244A1 true EP3190244A1 (fr) 2017-07-12
EP3190244C0 EP3190244C0 (fr) 2025-07-30
EP3190244B1 EP3190244B1 (fr) 2025-07-30

Family

ID=57460415

Family Applications (2)

Application Number Title Priority Date Filing Date
EP16201695.0A Active EP3190244B1 (fr) 2016-01-11 2016-12-01 Douille filetée d'ancrage d'éléments de construction dans un ouvrage en béton et entretoise tubulaire
EP25192244.9A Pending EP4613954A3 (fr) 2016-01-11 2016-12-01 Douille filetée pour l'ancrage d'éléments de construction dans une construction en béton, et un tuyau d'écartement

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP25192244.9A Pending EP4613954A3 (fr) 2016-01-11 2016-12-01 Douille filetée pour l'ancrage d'éléments de construction dans une construction en béton, et un tuyau d'écartement

Country Status (2)

Country Link
EP (2) EP3190244B1 (fr)
CH (1) CH712025A2 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306774A (zh) * 2019-08-08 2019-10-08 中国建筑第四工程局有限公司 一种承插式悬挑脚手架的安装方法及装置
AT16748U1 (de) * 2018-03-29 2020-07-15 Quick Bauprodukte Ges Mit Beschraenkter Haftung Ankerhülse
WO2020160833A1 (fr) * 2019-02-06 2020-08-13 Pino Albanese Système de montage pour le montage d'un dispositif d'ancrage et procédé pour le montage d'un dispositif d'ancrage sur des constructions partiellement bâties en béton
EP4006267A1 (fr) * 2020-11-30 2022-06-01 Georg Weidner Système d'ancrage de transport pour une pièce en béton

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1142606A (fr) * 1955-02-09 1957-09-20 Perfectionnements concernant les consoles pour échafaudages et similaires
CH684648A5 (de) 1992-07-10 1994-11-15 Giulio Albanese Gewindehülse zur Befestigung von mit einem schraubenförmig ausgebildeten Spannstab versehenen Bauelementen und Verwendung derselben.
EP0765977A2 (fr) * 1995-09-29 1997-04-02 Erico International Corporation Ancre à être encastré variablement et procédé
US20040016190A1 (en) * 2002-07-26 2004-01-29 Radke Duwayne C. Modular device to create a passage through a partition
EP2225428A1 (fr) * 2007-12-07 2010-09-08 DOKA Industrie GmbH Élément d'ancrage
DE202012003778U1 (de) * 2011-04-14 2012-05-08 Hofin Gmbh Verankerungselement für Betonierungs-Schaltafel und Spannstab
US20140053475A1 (en) * 2012-08-24 2014-02-27 Baltazar Siqueiros Method and apparatus for lifting and leveling a concrete panel

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2495670A3 (fr) * 1980-12-05 1982-06-11 Fournier Et Cie Sarl Ets Dispositif d'ancrage d'elements de securite aux parois d'une construction ainsi qu'element de securite et construction pourvus d'une partie du dispositif d'ancrage
JPH0639844B2 (ja) * 1989-08-09 1994-05-25 未来工業株式会社 コンクリート埋設体の架設具
DE4340199C1 (de) * 1993-11-25 1995-04-13 Markus Burkhardt Gerüst-Verankerung
DE29713211U1 (de) * 1997-07-24 1998-11-26 BETOMAX Kunststoff- und Metallwarenfabrik GmbH & Co KG, 41460 Neuss Haltevorrichtung für Konsolen von Fanggerüsten und Verankerungsanordnung für solche Haltevorrichtungen
DE10156291B4 (de) * 2001-11-19 2004-08-12 Hermann Heinz Burger Gas- Und Wasserarmaturen Gmbh Vorrichtung zur Fixierung von Hausanschlussleitungen
EP1985770A3 (fr) * 2007-04-23 2010-12-15 Storopack Hans Reichenecker GmbH Procédé de réalisation d'une fixation d'éléments de construction à du béton
DE202010000544U1 (de) * 2010-04-09 2010-06-10 Kaiser Gmbh & Co. Kommanditgesellschaft Installationsdose für elektrotechnische Zwecke
EP2626484B1 (fr) * 2012-02-10 2019-02-20 Christoph Morach Aide au montage pour installations à parois en béton
DE102014107085B3 (de) * 2014-05-20 2015-08-13 Günther Spelsberg GmbH & Co. KG Elektroinstallationsvorrichtung für den Betonbau

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1142606A (fr) * 1955-02-09 1957-09-20 Perfectionnements concernant les consoles pour échafaudages et similaires
CH684648A5 (de) 1992-07-10 1994-11-15 Giulio Albanese Gewindehülse zur Befestigung von mit einem schraubenförmig ausgebildeten Spannstab versehenen Bauelementen und Verwendung derselben.
EP0765977A2 (fr) * 1995-09-29 1997-04-02 Erico International Corporation Ancre à être encastré variablement et procédé
US20040016190A1 (en) * 2002-07-26 2004-01-29 Radke Duwayne C. Modular device to create a passage through a partition
EP2225428A1 (fr) * 2007-12-07 2010-09-08 DOKA Industrie GmbH Élément d'ancrage
DE202012003778U1 (de) * 2011-04-14 2012-05-08 Hofin Gmbh Verankerungselement für Betonierungs-Schaltafel und Spannstab
US20140053475A1 (en) * 2012-08-24 2014-02-27 Baltazar Siqueiros Method and apparatus for lifting and leveling a concrete panel

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT16748U1 (de) * 2018-03-29 2020-07-15 Quick Bauprodukte Ges Mit Beschraenkter Haftung Ankerhülse
WO2020160833A1 (fr) * 2019-02-06 2020-08-13 Pino Albanese Système de montage pour le montage d'un dispositif d'ancrage et procédé pour le montage d'un dispositif d'ancrage sur des constructions partiellement bâties en béton
CN110306774A (zh) * 2019-08-08 2019-10-08 中国建筑第四工程局有限公司 一种承插式悬挑脚手架的安装方法及装置
CN110306774B (zh) * 2019-08-08 2023-07-25 中国建筑第四工程局有限公司 一种承插式悬挑脚手架的安装方法及装置
EP4006267A1 (fr) * 2020-11-30 2022-06-01 Georg Weidner Système d'ancrage de transport pour une pièce en béton

Also Published As

Publication number Publication date
EP3190244C0 (fr) 2025-07-30
CH712025A2 (de) 2017-07-14
EP4613954A3 (fr) 2025-11-05
EP3190244B1 (fr) 2025-07-30
EP4613954A2 (fr) 2025-09-10

Similar Documents

Publication Publication Date Title
WO2013110448A1 (fr) Tour hybride
EP3190244B1 (fr) Douille filetée d'ancrage d'éléments de construction dans un ouvrage en béton et entretoise tubulaire
EP2993279B1 (fr) Construction dotée d'un élément de renfort en béton très résistant destiné à augmenter la résistance au perçage de l'estampage
EP0976873A1 (fr) Ancrage d'injection ou précontrainte
DE19653985A1 (de) Einrichtung zum Anbringen von Bolzenankern an Betonbauwerken
DE19716472C2 (de) Bauelement, daraus hergestellte Schwergewichtsmauer und Verfahren zur Herstellung der Schwergewichtsmauer
DE69032252T2 (de) Verankerung und befestigungsverfahren durch in den boden getriebene seitenstützen
EP2439359A1 (fr) Procédé de renforcement de plaques bétonnées dans le domaine d'éléments d'appui
EP2225428B1 (fr) Élément d'ancrage
EP2893139B1 (fr) Ensemble d'ancrage haute résistance d'un élément de précontrainte dans une pièce, l'élément de précontrainte comportant une tige de précontrainte, et procédé de production dudit ancrage
DE202006009554U1 (de) Hybrides Turmbauwerk
EP0077877B1 (fr) Ancrage pour échelons dans des pièces en béton ou similaires
DE202016007440U1 (de) Porenbeton-Bauteil, Doppelwandelement und Wandbefestigungssystem auf Porenbetonbasis
DE4340199C1 (de) Gerüst-Verankerung
EP2516761B1 (fr) Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction
EP3161226B1 (fr) Cheville d'ancrage
DE202019100898U1 (de) Wanddübel für ein Betonfertigteil
DE102012003522A1 (de) Verbindungselement
EP3263787B1 (fr) Élément structural en béton préfabriqué, en particulier plaque en béton préfabriqué, ancrage de transport pour un tel élément en béton
DE2552736A1 (de) Vorrichtung zur anbringung von teilen im betonbau
EP3070225B1 (fr) Élément d'armature de poinçonnement et construction dotée d'une plaque comprenant un élément d'armature de poinçonnement
DE19835900A1 (de) Betonfertigbauteile sowie unter Verwendung dieser Betonfertigbauteile errichtetes Gebäude und Verfahren zum Herstellen eines solchen Gebäudes
EP2096223B1 (fr) Dispositif de positionnement et d'ancrage à position et angle précis d'une barre de tension
DE102022119896A1 (de) Befestigungselement mit Einsatzelement, insbesondere für Solarpanele
DE3128831A1 (de) Schalung

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

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

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20171228

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

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20210407

RAP3 Party data changed (applicant data changed or rights of an application transferred)

Owner name: ALBANESE, PINO

RIN1 Information on inventor provided before grant (corrected)

Inventor name: ALBANESE, PINO

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20250129

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

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

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

Effective date: 20250606

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

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: DE

Ref legal event code: R096

Ref document number: 502016017027

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

U01 Request for unitary effect filed

Effective date: 20250814

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT RO SE SI

Effective date: 20250827

REG Reference to a national code

Ref country code: CH

Ref legal event code: U11

Free format text: ST27 STATUS EVENT CODE: U-0-0-U10-U11 (AS PROVIDED BY THE NATIONAL OFFICE)

Effective date: 20260101

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

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: 20251130

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

Ref country code: GB

Payment date: 20251218

Year of fee payment: 10

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

Ref country code: NO

Payment date: 20251216

Year of fee payment: 10

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

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: 20250730

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: 20251031

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20250730

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

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: 20251030

U20 Renewal fee for the european patent with unitary effect paid

Year of fee payment: 10

Effective date: 20251222

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: 20250730

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

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: 20250730

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

Ref country code: CZ

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: 20250730

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

Ref country code: CH

Payment date: 20260101

Year of fee payment: 10

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: 20250730