EP1098043A1 - Elément de construction pour la connection insonorisée de parties de constructions - Google Patents

Elément de construction pour la connection insonorisée de parties de constructions Download PDF

Info

Publication number
EP1098043A1
EP1098043A1 EP99122130A EP99122130A EP1098043A1 EP 1098043 A1 EP1098043 A1 EP 1098043A1 EP 99122130 A EP99122130 A EP 99122130A EP 99122130 A EP99122130 A EP 99122130A EP 1098043 A1 EP1098043 A1 EP 1098043A1
Authority
EP
European Patent Office
Prior art keywords
component
component according
anchor
sound
connecting element
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.)
Withdrawn
Application number
EP99122130A
Other languages
German (de)
English (en)
Inventor
Eberhard Schöck
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.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile 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 Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Priority to EP99122130A priority Critical patent/EP1098043A1/fr
Publication of EP1098043A1 publication Critical patent/EP1098043A1/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
    • E04B1/4164—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head with an adjustment sleeve
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114—Elements with sockets
    • E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure

Definitions

  • the invention relates to a component for soundproof connection two components, in particular an add-on part (for example a free-standing one Part of the building) with a part of the building (in particular a building wall).
  • an add-on part for example a free-standing one Part of the building
  • a part of the building in particular a building wall
  • Soundproof connections are particularly in the form of impact sound insulation elements known to support for example Stair platforms serve on the building walls that support them.
  • Impact sound insulation elements consist of an approximately cuboid Insulating body that is inserted into the building wall and one on the stair landing integrally formed storage projection.
  • Insulating body floor integrated an elastomer bearing on which the usually Storage projection made from in-situ concrete together with the stair landing is placed, the weight of the stair landing transfers to the building wall via the elastomer bearing.
  • the Insulating body and the elastomer bearing become the stair landing and building wall largely decoupled in terms of sound technology and thereby the impact sound transmission from the stair landing into the building wall in considerable The extent reduced accordingly.
  • Such a load case, as in the impact sound insulation element described is, however, relatively easy to get to grips with, because that Stair landings usually in such a way on the surrounding building walls is supported that the impact sound insulation element only the weight, however no tensile, compressive and other transverse forces from the stair landing must be transferred into the building wall.
  • an optimal power transmission means a deteriorated one Soundproofing, which leads to the attachments such as free-standing staircases, elevator frames (vertical elevator rails), Arcades and the like potential sources of sound introduction into the Represent the building wall on which they are defined.
  • this is also valid for those cases where the mutual connection of the building part and the building wall only serves to absorb subordinate power flows, for example, for free-standing and self-supporting Stairwells not the weight that forms the main load, but rather only the much lower pull, push and shear forces, the for example due to wind and other dynamic loads be called.
  • the present invention is based on the object a component for the soundproof connection of two components create that without impairing the sound insulation properties Power transmission between the two components in tension, compression and / or Shear force enables.
  • the component consists of a force-transmitting connecting element, which at least concreted in one of the two components and in one component via a Cross-sectional expansion is set captive, and that a sound-absorbing covering is provided, which is the connecting element in the concreted area of one component.
  • the Cross-sectional expansion which the connecting element in a form-fitting manner the associated component, with appropriate adjustment to the each load case and with the optimal deflection adapted to it for power transmission while wrapping, each connecting element spaced from the concrete of the component, the sound decoupling provides.
  • the connecting element is advantageously formed at least in two parts and consists of a concrete and one of the components the envelope surrounding anchoring element and from one with the anchoring element interacting and assigned to the other component Connector.
  • This has the advantage that the connecting element not when boarding and concreting the associated component bothers because the anchor element can be arranged in the component that it is flush with this and thus just as flush with the Formwork is applied without having to be passed through it.
  • Another advantage is that the connecting elements through their split design does not affect the process on the construction site and the connection elements are only then inserted into the anchor elements need when the connection between the two components is made shall be.
  • the split design of the connecting element results the main advantage that the wrapping is actually on those Areas of the connecting element remains limited, in which the Soundproofing is required, namely on the concreted areas.
  • the anchor element and the connecting element expediently act via a plug and / or screw connection together, which despite greatly simplified assembly sufficient power transmission by itself enables subsequent joining of anchor and connection elements becomes.
  • the connector would then only when assembling the attachment to be fixed to the building wall brought into operative connection with the anchor element, ie with this screwed or plugged together.
  • this advantageously consists of one the cross-sectional widening anchoring section and from a receiving section cooperating with the connecting element, around the force introduction and force transmission areas separate from each other and both in terms of the requirements placed on them to optimize.
  • the anchoring section expediently exists from a vertical and fixed on the receiving section to the outside of the associated component in this anchoring rod and the cross-sectional expansion specified on the anchoring rod, the plate-shaped, truncated cone or pyramid-shaped can be, depending on what forces are to be transferred and how large these powers are.
  • the anchoring plate or the conical or truncated pyramid-shaped cross-sectional expansion with a be formed parallel to the outside end face to thereby a sufficiently large area transmitting pressure force is available to deliver.
  • the receiving section can be made from an insert sleeve, a screw-in sleeve, an anchor rail, a screw or plug pin consist.
  • Anchor rail which is a stepless adjustment of the fixing positions of the connecting element along this rail allows to this Determining position vary and to the respective connection conditions to be able to adapt.
  • the anchor channels have an approximately C-shaped, open cross-section to the outside of the component and is with at least two anchoring sections provided on the opening the back of the rail opposite the rail are fixed and stretch further into the component. This ensures that the transmitted in the receiving portion of the connector Forces are evenly introduced into the component.
  • Such adapted shape of the connector would, for example, in it exist that the connecting element is rod-shaped with a V-shaped free end to be inserted into the anchor element, the V-shaped free end must be designed so flat that it is by the through the C-leg limited opening, then through 90 ° rotated around the rod axis and finally with the inside of the V-legs in contact with the inside of the C-leg of the anchor channel can be brought.
  • the anchor element in addition to the Inclusion of tensile and compressive cross-sectional expansion one for increasing the force transmission area in the transverse force direction serving transverse force plate, and if the soundproofing envelope also surrounds the shear plate.
  • the lateral forces not only over the slim anchor rod and the possibly just as slim receiving section and thus over quite small areas are transferred because these small areas with equally small sound insulation sections work together.
  • the sound-absorbing covering to achieve sufficient Soundproofing should be very elastic in order to be larger Distance to achieve a sound decoupling in case of load.
  • such an enlarged distance also means a correspondingly enlarged distance Deflection of the anchor element, which is usually an undesirable corresponding deflection of the component to be connected to it would entail.
  • the soundproofing envelope it can - as mentioned - In their elasticity to the respective application and the size be adapted to the force-transmitting surface and for this purpose, for example made of an elastomer, a foam, a rubber-like plastic or the like exist.
  • the sheathing as to the anchor element namely that the envelope expediently flush with the outer surface of the associated Completes component to thereby impair the Avoid formwork for the associated component.
  • To enlarge the soundproofed contact surface for the other component can be wrapped a revolving in the associated component and parallel have edge strip extending to the outer surface, so that not only that Connection element to the anchor element, but that also beyond Parts of the component to be connected brought into contact with the casing can be. This is recommended, for example, for cases in which the connecting element via plug or screw connections on the to be connected Component are determined, then the on the sidebar the area of the component to be connected to the envelope Abutment for the connection element when it is fixed on the to be connected Form part.
  • the connecting element For the individual parts of the connecting element, it is advisable to do this Manufacture predominantly from metal, with the areas at risk of corrosion expediently should consist of stainless steel, while the concreted areas such as the cross-sectional expansion can consist of structural steel.
  • the usual materials are also used other reinforcement materials such as fiber reinforced Plastic and the like conceivable.
  • a component 1 is shown, the two components, namely one Building wall 2 and an attachment 3 to be fixed to each other connects and from a connecting element 4 and one the connecting element in the area of the building wall 2 surrounding envelope 5 consists.
  • the connecting element is formed in two parts and from one the building wall 2 associated anchor element 6 and one with the anchor element cooperating and assigned to the attachment Connection element 7 is composed.
  • the anchor element 6 in turn consists of a receiving section 8, which as an anchor rail with approximately C-shaped Cross-section is formed and from an anchoring section 9 with an anchoring rod 10 and an anchoring plate 11 is constructed.
  • Anchoring rod 10 which is used for the transmission of tensile and compressive forces Anchoring plate 11 connects to the anchor rail 8, runs perpendicular to the outside 12 of the building wall 2 and corresponds to the orientation of the entire connecting element 4.
  • the connecting element 7, which is also made a rod section has an approximately arrow-shaped free end 13, that interacts with the anchor channel.
  • Figure 2 shows the component 1 of Figure 1 in a partially sectioned Top view and shows how the anchor rail is horizontal in the Building wall extends and thus a variety of definition positions provides for the connector 7.
  • the anchor rail 8 a total of three anchoring sections 9 are assigned, which correspond to the anchoring section 9 are formed from Figure 1 and from a cylindrical anchoring rod and an anchor plate 11 are assembled.
  • anchor channel At the horizontal ends of the anchor channel are two shear plates 16, 17 arranged vertically and perpendicular to the outside 12 of the building part and fixed to the anchor rail to thereby avoid any horizontal To be able to transfer lateral forces better.
  • the essential aspect of the present invention can also be seen from Figures 1 and 2 and it consists in the envelope 5 of the whole Anchor element:
  • the anchor element 6 is concreted into the building part 2 with the interposition of the covering 5, which completes the anchor element and surrounds in all concreted areas and thereby a sound decoupling between the anchor element and the building wall.
  • the sound decoupling can be guaranteed more powerful and correspondingly better become.
  • the component 1 from FIGS. 1 and 2 also serves the transverse force plates 16, 17 and the anchor plates 11 for horizontal Lateral force and for tensile and pressure transmission in horizontal and Direction perpendicular to the outside 12 of the building part.
  • the other sections of the anchor element must also be surrounded by the wrapping to avoid any sound bridge to provide. Due to the different forces to be introduced from the anchor element into the building wall Possibility to adapt the wrapping to the respective load case and, for example, the elasticity of the covering increases with larger forces reduce in order to avoid too great a relative movement between the anchor element and to maintain part of the building. However, this creates the problem that with lower elasticity of the sheathing accordingly Soundproofing properties of the casing are reduced so that each an optimum between the contrary requirements minimal displacement and maximum sound decoupling, so an optimal deflection must be set.
  • Figures 1 and 2 show a preferred, but almost any modification Embodiment of a connecting element according to the invention with wrapping.
  • the recording section instead of an anchor rail from an insertion sleeve, a screw-in sleeve, a screw mandrel or a plug mandrel, each with a plug or screw connection with the connecting element can be manufactured.
  • the connector of course, also be formed in one piece and between the two Components run, the connecting element then at least in one component spaced from this component by an envelope must be in order to provide the sound decoupling.
  • the invention is not the sound decoupling in the building wall, but to be provided in the attachment to be determined here, but what Because of the manufacturing effort and the mostly cramped space would be much more difficult.
  • the anchoring rod can deviate from a cylindrical shape with a circular Cross-section an angular, in particular square cross-section have or consist of a tube material.
  • the anchor plate concerns, the thereby made available and the - elastically yielding within certain limits - positive engagement with the Cross-sectional enlargement producing the building wall also by others such as truncated cone, truncated pyramid, and the like be achieved.
  • this is Add-on part 3 from the building wall 2 or in alignment with the outside 12 of the building wall 2 extending anchor rail 8 by a spacer 11 separated in the form of a washer, due to the attachment on the soundproofed anchor channel made of inelastic material, can consist of steel, for example.
  • Figures 3 and 4 show exemplary embodiments of such variants:
  • a component 31 which consists of a in a building wall concreted-in anchor element 32 and a free-standing one Attachment 33 associated connector 34 exists.
  • the Anchor element in turn has one flush with the outside 35 of the building wall 36 final screw-in sleeve 37 on an anchoring rod 38 or a threaded section 38a provided thereon is screwed on while the anchor rod is attached to its the end opposite the threaded section is a truncated cone Cross-sectional expansion 39 has.
  • the screw sleeve 37, the Anchoring rod 38 and cross-sectional extension 39 are of one surrounded by elastic sheathing 40 and thereby the concrete of the building wall spaced.
  • the rod-shaped acts with the screw-in sleeve 37 Connection element 34 together by this at its free end Has thread 34a and this also into the screw-in sleeve is screwed in. Finally, there is 33 between the free-standing attachment and the building wall 36 is a spacer 41 made of sound-absorbing Elastomeric material arranged to create a sound bridge between the two Avoid components.
  • FIG. 4 shows a component 51, which extends from a wall 52 into a building concreted anchor element 53 and from a one (not shown) Building part associated with the connecting element 54.
  • the anchor element 53 is composed of a screw mandrel 55, which is the receiving section forms for the connecting element 54 and screwed to it is.
  • an anchoring rod 56 is attached to the screw mandrel 55 which, via a cross-sectional expansion (not shown in FIG. 4) in the Concrete of the building wall 52 is held in a form-fitting manner.
  • On the anchoring rod 56 is also a cylindrical one surrounding the receiving section 55
  • Formwork element 57 arranged, enough space for unscrewing the connector, but at the same time Concreting the building wall acts as lost formwork.
  • This Formwork element as well as the anchoring rod and the cross-sectional expansion are surrounded by an envelope 58, this envelope, the is flush with the outer surface of the building wall, for enlargement the sound-absorbing contact surface for the other part of the building encircling in the building wall and parallel to the outer surface extending edge bar 59.
  • the present invention provides soundproofing Connection between two components provided that can be used especially in such applications, at which are not weight forces, but for free-standing and self-supporting Components only have to be subjected to tensile, compressive and transverse forces. It is important here that at least in the area of a component Connection element is completely surrounded by sound insulation and that here by a cross-sectional expansion - albeit within limits elastic - positive connection of the connecting element with the component is manufactured to actually be a defined and relatively sedentary to allow mutual investment.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
EP99122130A 1999-11-05 1999-11-05 Elément de construction pour la connection insonorisée de parties de constructions Withdrawn EP1098043A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP99122130A EP1098043A1 (fr) 1999-11-05 1999-11-05 Elément de construction pour la connection insonorisée de parties de constructions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP99122130A EP1098043A1 (fr) 1999-11-05 1999-11-05 Elément de construction pour la connection insonorisée de parties de constructions

Publications (1)

Publication Number Publication Date
EP1098043A1 true EP1098043A1 (fr) 2001-05-09

Family

ID=8239344

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99122130A Withdrawn EP1098043A1 (fr) 1999-11-05 1999-11-05 Elément de construction pour la connection insonorisée de parties de constructions

Country Status (1)

Country Link
EP (1) EP1098043A1 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1421975B1 (fr) * 2002-11-25 2006-07-12 Karl-Heinz Canins Elément préfabriqué avec dispositif de fixation
EP1700965A3 (fr) * 2005-02-24 2011-10-19 Pfeifer Holding GmbH & Co. KG Ancre incluse dans une pièce en béton et une pièce en béton avec au moins une ancre pareille
DE202017005241U1 (de) 2017-10-10 2017-11-30 JORDAHL GmbH Akustische lsolierung
DE202017005581U1 (de) 2017-02-09 2018-01-10 JORDAHL GmbH Akustische Isolierung
DE102017009690A1 (de) 2016-10-17 2018-04-19 JORDAHL GmbH Stahlbetonbauwerk
DE102016013154A1 (de) * 2016-10-26 2018-04-26 Regina Hertkorn Verbindungssystem
DE102019000124A1 (de) 2019-01-11 2020-07-16 JORDAHL GmbH Stahlbetonbauwerk
CN115369998A (zh) * 2022-09-20 2022-11-22 芜湖晶宫绿建节能建筑有限责任公司 一种隔音效果好的装配式建筑及其装配方法

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB687272A (en) * 1950-05-08 1953-02-11 Charles William Attwood Concrete insert
US3290851A (en) * 1963-08-12 1966-12-13 Grinnell Corp Concrete insert
US3514917A (en) * 1967-09-11 1970-06-02 James Merrill Sr Concrete insert
DE1625392A1 (de) * 1967-12-08 1970-07-23 Lothes Hagen F Steinschraube
DE3338762A1 (de) * 1983-10-26 1985-05-09 Winfried Dipl.-Ing. 6365 Rosbach Schnabel Verankerungen von stahlbauteilen durch schraubverbindungen im beton
DE3408556A1 (de) * 1984-03-08 1985-09-12 Eberhard Ing.(grad.) 7570 Baden-Baden Schöck Trennelement fuer betonplatten
GB2169328A (en) * 1984-12-05 1986-07-09 Hollow Core Systems Resilient attachment for cladding or panel
DE4215435A1 (de) * 1992-05-11 1993-11-18 Adolf Bucher Schalldämmende Verbindung
DE29705147U1 (de) * 1997-03-21 1997-06-12 Deha Ankersysteme Gmbh & Co. Kg, 64521 Gross-Gerau Befestigungsanordnung an Ankerschienen

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB687272A (en) * 1950-05-08 1953-02-11 Charles William Attwood Concrete insert
US3290851A (en) * 1963-08-12 1966-12-13 Grinnell Corp Concrete insert
US3514917A (en) * 1967-09-11 1970-06-02 James Merrill Sr Concrete insert
DE1625392A1 (de) * 1967-12-08 1970-07-23 Lothes Hagen F Steinschraube
DE3338762A1 (de) * 1983-10-26 1985-05-09 Winfried Dipl.-Ing. 6365 Rosbach Schnabel Verankerungen von stahlbauteilen durch schraubverbindungen im beton
DE3408556A1 (de) * 1984-03-08 1985-09-12 Eberhard Ing.(grad.) 7570 Baden-Baden Schöck Trennelement fuer betonplatten
GB2169328A (en) * 1984-12-05 1986-07-09 Hollow Core Systems Resilient attachment for cladding or panel
DE4215435A1 (de) * 1992-05-11 1993-11-18 Adolf Bucher Schalldämmende Verbindung
DE29705147U1 (de) * 1997-03-21 1997-06-12 Deha Ankersysteme Gmbh & Co. Kg, 64521 Gross-Gerau Befestigungsanordnung an Ankerschienen

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1421975B1 (fr) * 2002-11-25 2006-07-12 Karl-Heinz Canins Elément préfabriqué avec dispositif de fixation
EP1700965A3 (fr) * 2005-02-24 2011-10-19 Pfeifer Holding GmbH & Co. KG Ancre incluse dans une pièce en béton et une pièce en béton avec au moins une ancre pareille
DE102017009690A1 (de) 2016-10-17 2018-04-19 JORDAHL GmbH Stahlbetonbauwerk
DE102016013154A1 (de) * 2016-10-26 2018-04-26 Regina Hertkorn Verbindungssystem
DE202017005581U1 (de) 2017-02-09 2018-01-10 JORDAHL GmbH Akustische Isolierung
DE202017005241U1 (de) 2017-10-10 2017-11-30 JORDAHL GmbH Akustische lsolierung
DE102019000124A1 (de) 2019-01-11 2020-07-16 JORDAHL GmbH Stahlbetonbauwerk
CN115369998A (zh) * 2022-09-20 2022-11-22 芜湖晶宫绿建节能建筑有限责任公司 一种隔音效果好的装配式建筑及其装配方法

Similar Documents

Publication Publication Date Title
EP1036893B1 (fr) Raccord à vis pour tiges filetées
CH676615A5 (fr)
EP0433224B1 (fr) Elément de support composite
DE2216302A1 (de) Verbindungselement fuer bewehrungsstaebe von betonfertigbauteilen
EP1216332B1 (fr) Systeme de liaison destine a la fixation rigide d'au moins deux elements
EP1098043A1 (fr) Elément de construction pour la connection insonorisée de parties de constructions
EP2754766A1 (fr) Dispositif permettant de relier, avec transmission de forces, une première partie porteuse d'un bâtiment à une seconde partie portée du bâtiment
EP1745182A1 (fr) Element de connexion de dalle en console
EP3754125B1 (fr) Élément de construction pour le montage dans des joints de dilatation de bâtiments
EP3752688A1 (fr) Procédé pour la fabrication de planchers composites et plancher composite
EP4026958A2 (fr) Dispositif permettant de relier par transfert de force une première partie porteuse de bâtiment à une seconde partie portée de bâtiment
DE102005039025A1 (de) Bauelement zur Wärmedämmung
EP0826846B1 (fr) Dispositif de reprise conjointe des efforts de traction et de compression
DE102019133999A1 (de) Anordnung zum Verbinden eines Bauwerkteils mit einem dem Bauwerkteil vorgelagerten Außenteil
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
EP2816171A2 (fr) Plaque de montage destinée à fixer un composant sur un mur
EP2898158A1 (fr) Elément de fixation pour un dispositif de sécurité
EP2607560B1 (fr) Élément de raccordement de dalle
AT505270B1 (de) Stahlbeton-stütze
DE29614733U1 (de) Vorrichtung zur Verankerung von Bewehrungsstäben
EP4339383B1 (fr) Dispositif de liaison pour la liaison de transmission de force d'une première partie de construction absorbant de force à une seconde partie de construction absorbant de force et construction
EP3211146A1 (fr) Système de liaison pour une construction en bois
EP2998454A1 (fr) Dispositif destine a relier deux parties de batiment separees par un joint
DE19831026A1 (de) Tragende Seilkonstruktion
EP1457619A1 (fr) Elément d'armature pour constructions en béton

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

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT CH DE FR GB LI NL

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20010808

AKX Designation fees paid

Free format text: AT CH DE FR GB LI NL

17Q First examination report despatched

Effective date: 20031216

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: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20050720