EP2436845B1 - Dispositif de raccordement forcé d'un composant sur un corps de construction, notamment d'un balcon sur un bâtiment - Google Patents

Dispositif de raccordement forcé d'un composant sur un corps de construction, notamment d'un balcon sur un bâtiment Download PDF

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Publication number
EP2436845B1
EP2436845B1 EP11007864.9A EP11007864A EP2436845B1 EP 2436845 B1 EP2436845 B1 EP 2436845B1 EP 11007864 A EP11007864 A EP 11007864A EP 2436845 B1 EP2436845 B1 EP 2436845B1
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EP
European Patent Office
Prior art keywords
bearing
component
arrangement according
connecting joint
bearing surface
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EP11007864.9A
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German (de)
English (en)
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EP2436845A2 (fr
EP2436845A3 (fr
Inventor
Frank van Wagensveld
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Hjj Evers Beheer Bv
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Hjj Evers Beheer Bv
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Publication of EP2436845A3 publication Critical patent/EP2436845A3/fr
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E04C5/125—Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations

Definitions

  • the invention relates to an arrangement for the non-positive connection of a component to a building according to the preamble of patent claim 1.
  • Such connections are assigned to the field of construction, where especially in structural engineering there is often the need to subsequently connect a component to an existing structure.
  • the structure is usually formed by a structure on the walls, columns or ceilings components such as balconies, galleries and the like to be connected. Both component and structure consist in the majority of cases of concrete or a steel construction.
  • To produce a cantilevered from a building component such as a balcony monolithic construction has long been known. In this case, the component is concreted together with the corresponding part of the structure by suitable shaping of the formwork and connected via a sufficient reinforcement firmly with the building.
  • the FR 2 868 448 describes a device consisting of an insulating element with an insulating body for a thermally insulating attachment of a bottom plate to a vertical wall.
  • the device comprises in particular a heat-insulating body, which is fastened with the sides against a component. Further, scorches are provided along one of the sides of the body.
  • the Einbrandkerben are from each other spaced projections that form the supporting floor. The scorches are closed at the bottom by sliding plates which are thermo-insulating and resistant to pressure.
  • the EP 1 039 056 relates to a balcony having two oppositely disposed sides. One side is arranged against an outer wall. The side is arranged for connection between the balcony and the outer wall by means of a fixing rod. The fixing rod is extended from one side of the balcony to the other side of the balcony.
  • the connecting joint in the power transmission area proves to be problematic.
  • high compressive stresses are concentrated, which as a rule are entered from the component into the structure via a high-strength encapsulation in the area of the clamping anchors.
  • the power transmission areas form thermal bridges with the known disadvantages.
  • the power transmission areas are fixed points that hinder a heat-related change in length of the component. Cracks in the area between the power transmission areas are therefore the result, which must be renovated consuming.
  • the invention has for its object to provide a connection of a component to a building by means of clamping elements, which overcomes the disadvantages and problems described.
  • the basic idea of the invention is to structurally design the connecting joint of the power transmission areas in such a way that sliding bearings are created which permit movements of the component with respect to the building body in the longitudinal direction of extension of the connecting joint.
  • Not all power transmission areas need to ensure the function of a plain bearing.
  • arrangements are preferred in which all power transmission areas show a uniform structure in the form of a sliding bearing.
  • the resulting relative movements of the component relative to the structure prevent cracking between the power transmission areas as a result of heat-related changes in length.
  • the slide bearings increase the resistance to heat conduction from the structure to the component, which significantly reduces the undesirable consequences of thermal bridge formation.
  • inventive sliding bearing under the circumstances proves to be unusual at first glance, since the lowest possible static friction in the connecting joint is to be achieved that relative movements of the component are not hindered to the building, on the other hand coming from the clamping elements pressure forces naturally the Increase stiction.
  • a material pairing in the connecting joint in which the coefficient of static friction is less than 0.2, preferably less than 0.1, to form a plain bearing.
  • Suitable materials for this purpose are, for example, polytetrafluoroethylene, polyethylene, polyamide, nylon, polyethylene terephthalate or polyacetal.
  • the materials used can be self-lubricating by incorporated lubricants or by Integration of sliding fibers, such as polytetrafluoroethylene fibers, further reduce the coefficient of static friction.
  • the invention provides, in an advantageous embodiment, to use different materials for the bearing surfaces and bearing surfaces.
  • the first bearing surfaces for receiving vertical forces are displaced inwardly by a horizontal offset in the structural surface.
  • a compact construction in which the plain bearings are no longer visible from the outside, which improves the overall aesthetic impression.
  • the bearings are protected in this way from environmental influences such as moisture, dirt and the like.
  • the return formed by a horizontal offset in the surface of the building surface extends continuously over the entire, defined by the distance of two power transmission areas structure section.
  • a niche-like design of the power transmission areas that is, the recess in the surface of the building extends only over a power transmission area.
  • the protruding from the component projection to form the sliding bearing is embedded in this case on both sides between the side walls of the niche-like recess.
  • a gap between the niche wall and the projection provides sufficient space to allow a heat-related change in length of the component.
  • this gap can also be filled with a deformable material.
  • An advantageous embodiment of the invention provides for the force-transmitting areas of the component and / or the building, which carry the bearing surfaces and bearing surfaces, as a built-in part, for example made of concrete or steel and this in the course of the production of the building or component by casting or welding or Screw on to fix.
  • This allows a high-precision production of the surfaces in the power transmission area.
  • a deviating from the rest of the building or component material choice can be made for these areas to make an adjustment to the specific requirements in the power transmission area.
  • these areas may be made of a high strength concrete for uptake and Derivation of existing compressive forces may be formed or of an environmentally resistant concrete or steel.
  • clamping elements themselves are guided within the structure and / or component in the adjoining the connecting joint areas within a channel with sufficient clearance to the channel wall, so that relative movements of the component relative to the building undergo no constraints in the region of the clamping elements.
  • the same goal is achieved with a sheathing of the clamping elements of a deformable material, for example with a sheath of foam.
  • Fig. 1 shows an overview of a horizontal section through a building 1, which is formed in the present example of a reinforced concrete floor 2 of a building.
  • the vertical exterior of the building is marked with 3.
  • Fig. 1 a plate-shaped component 4, for example, to form a balcony, which is non-positively connected as a precast concrete or steel construction with its longitudinal side 5 in the plane of the reinforced concrete ceiling 2 to the building 1.
  • the longitudinal direction of the component 4 parallel to the building exterior 3 is denoted by L.
  • the necessary for the attachment of the component 4 power transmission takes place in the described embodiment in two power transmission areas, which are arranged in a horizontal lateral distance from each other and of which one in Fig. 1 marked with the line 6.
  • three, four or more force transmission regions 6 can also be provided.
  • the lateral distance of the individual power transmission areas is dependent on the size of the longitudinal extent L and is usually between 2 m and 4 m.
  • Each power transmission area 6 is formed by a niche 7 in the building exterior 3. Especially from Fig. 2 it emerges, their step-shaped course results in an upper vertical bearing surface 8, which extends from the top of the reinforced concrete slab 2 in the direction of the underside. To the upper vertical bearing surface 8 includes a horizontal bearing surface 9, which in the direction of the bottom the reinforced concrete ceiling 2 merges into a lower vertical bearing surface 10. The upper vertical bearing surface 8 is thus offset from the building exterior 3 horizontally back. In the present embodiment also has the lower vertical bearing surface 10 for their protection a slight offset relative to the building exterior 3.
  • the bearing surfaces 8 to 10 are formed by thin plates which are inserted into the corresponding niche sides.
  • the material of the plates is characterized by its low static friction coefficient to ensure the function of a plain bearing.
  • the thickness of the plates is, for example, a maximum of 2 mm, preferably a maximum of 1 mm.
  • Materials suitable for the purposes of the invention are, for example, polytetrafluoroethylene, polyethylene, polyamide, nylon, polyethylene terephthalate or a polyacetal homopolymer.
  • the horizontal bearing surface 9 has a longitudinal extension L in the direction L in order to avoid stress peaks in the niche Limit border area of the horizontal bearing surface 9 due to assembly or manufacturing tolerances.
  • the area of the reinforced concrete ceiling 2, which serves to form the niche 7 and thus the bearing surfaces 8 to 10, is produced in the present example by a subsequent potting 11, which preferably has a compressive strength of at least 65 N / mm 2 and / or reinforced with steel fibers is. Conceivable and within the scope of the invention, it would also be to produce these areas as a built-in part in the form of a precast concrete part or steel part, which become an integral part in the course of concreting the reinforced concrete ceiling 2.
  • the lateral end walls of the niches 7 are each covered with a deformable material 45, for example a foam, which allows movements of the component 4 in the recesses 7 to a certain extent.
  • a deformable material 45 for example a foam, which allows movements of the component 4 in the recesses 7 to a certain extent.
  • a free gap can also be left between the component 4 and the end walls of the niches 7.
  • the component 4 has in the region of its longitudinal side 5 in the niches 7 opposite longitudinal sections each have a projection 12 with a niche to the 7th complementary geometric formation to allow the projection 12 to enter the niche 7.
  • the projection 12 has an outgoing from the top of the component 4 upper vertical support surface 13, which merges at about half the height of the component 4 in a horizontal support surface 14. This is followed by a lower vertical support surface 15, which ends at the bottom of the component 4.
  • the support surfaces 13 to 15 are also formed in the component 4 of thin plates, which are arranged on the corresponding side surfaces of the projection 12.
  • the plates have a thickness of at most 2 mm, preferably at most 1 mm and consist for example of polytetrafluoroethylene, polyethylene, polyamide, nylon, polyethylene terephthalate or a polyacetal homopolymer.
  • the adjusting with the bearing surfaces 8 to 10 and bearing surfaces 13 to 15 material pairings are preferably formed of different materials, such as nylon and polyethylene terephthalate or polyacetal and polyamide to prevent cross-linking of the bearing surfaces 8 to 10 with the bearing surfaces 13 to 15, which an increase in stiction would go along. Preference is given to material pairings in which a static friction coefficient of less than 0.2, preferably less than 0.1 results.
  • a lubricating grease may be provided in the contact surface between the bearing surfaces 8 to 10 and bearing surfaces 13 to 15.
  • the contact surface between the bearing surfaces 8 to 10 and bearing surfaces 13 to 15 forms a connecting joint 16, in which the component 4 can perform relative movements in the longitudinal direction L relative to the structure 1.
  • the projection 12 is formed by a precast reinforced concrete part, which preferably has a compressive strength of more than 65 N / mm 2 and binds via a connection reinforcement in the concrete of the rest of the component 4. It is also conceivable; the projection 12 is formed by a steel component.
  • two axially parallel clamping elements 17 are provided per power transmission region 6, which extend from the component 4 into the structure 1.
  • the individual clamping elements 17 of a power transmission area preferably keep a mutual distance from 100 mm to 150 mm.
  • Each clamping element 17 may for example be formed from a single steel rod 18 or strands 30 and is anchored at one end via a pushed onto the end and by means of a screwed onto the end threaded nut 20 with armature disk in the component 4.
  • the region of the force transmission region 6 lying between connecting joint 16 and recess 21 is subdivided into a first section 25 which extends from the recess 21 to approximately the middle of the region and a second section 27 extending to the connecting joint 16 in the first section 25, each clamping element 17 is guided longitudinally displaceable within a channel 26 in the building 1.
  • the second section 27 is formed by a subsequent encapsulation 28, which is produced after mounting and tensioning of the clamping elements 17 and fills a recess 44 extending from the upper side of the reinforced concrete ceiling 2 and receiving the clamping elements 17.
  • clamping elements 17 are guided at least in the second section 27, preferably also in the region of the projection 12, within a casing 29 made of deformable material such as a foam-like material.
  • This structural design is used primarily to compensate for temperature-induced changes in length of the component 4 relative to the structure 1, which are directed transversely to the longitudinal axis of the clamping elements 17.
  • the sheath 29 also ensures that no bond is formed between the clamping elements 17 and the encapsulation 28, so that relative movements between the clamping elements 17 and the structure 1 during clamping are not impeded and thus the clamping force is fully utilized for the connection of the component 4 can be.
  • the Fig. 4 and 5 relate to different embodiments of anchoring in the building 1, in which strands 30 are used as clamping elements 17.
  • the strands 30 consist of a central steel wire, the six other steel wires rotate helically. By a fat coating of the steel wires and a tight plastic sheath 31, the steel wires are protected from corrosion.
  • Fig. 4 one sees the lying in the anchoring area part of the building 1 with recess 21.
  • the transition from section 25 of the building 1 to the recess 21 forms an anchor plate 19 made of steel.
  • the channel 26 is delimited by an additional cladding tube 32, which surrounds the strand 30 with clearance.
  • the channel 26 connects to a coaxial bore 33 in the anchor plate 19, through which a strand 30 is guided with its plastic sheath 31, which then ends with its free end in the recess 21.
  • the free end of the strand 30 is freed from the plastic casing 31 in order to be able to apply a wedge anchoring 34 in a force-fitting manner.
  • the wedge anchor 34 includes an anchor sleeve 35 having an external thread 36 and a coaxial through bore 37.
  • the through bore 37 is flared to receive three segmental anchoring wedges 38.
  • the armature plate 19 facing the end of the through hole 37 also has a widening for connecting the plastic sheath 31 of the strand 30 on.
  • An anchor nut 39 with internal thread 40 is screwed onto the anchor sleeve 35 and is supported on the anchor plate 19.
  • the anchor sleeve 35 is moved axially in the clamping direction, wherein the anchoring wedges 38 are pressed radially within their conical receiving against the steel wires of the strand 30.
  • a non-positive clamping effect is achieved and causes an axial clamping of the strand 30 in addition.
  • the front end of the wedge anchor 34 forms a cap 41 which is screwed onto the anchor sleeve 35.
  • a grease filling within the wedge anchor 34 provides corrosion protection of the strand 30 in the longitudinal section without plastic sheath 31.
  • Fig. 5 differs from this only by a functionally resolved training of the wedge anchor 34 '.
  • the anchor sleeve 35 'on a through hole 37' which serves only for the passage of the wire 30, but not to the anchorage.
  • the anchoring takes place in an armature sleeve 35 'supporting armature element 42 with aligned through hole 43, which widens conically towards the free end and thereby forms a receptacle for the anchoring wedges 38.
  • the anchor sleeve 35 'for tensioning the tension element 17 and the anchor element 42 for anchoring the strand 30 each form a separate functional component.
  • Fig. 6 and 7 show a further embodiment of the invention. This embodiment corresponds in many parts of the Fig. 1 to 5 described, so that the same or functionally identical features the same reference numerals are used and that under the Fig. 1 to 5 Said accordingly applies.
  • connection joint 16 which in Fig. 6 is shown on a larger scale.
  • the connecting joint 16 is formed by a bearing module 46, which combines the bearing surfaces 8, 9, 10 and bearing surfaces 13, 14 and 15 in itself.
  • the bearing module 46 has a first steel sheet 47, which is angled twice in the opposite direction and thus follows the shape of the connecting joint 16.
  • the storage module 46 comprises a second steel sheet 48, which has approximately the same shape as the first steel sheet 47 and is arranged plane-parallel to this.
  • first bearing plate 49 and a second bearing plate 50 are arranged, which extend over the entire surface of the steel sheets 47 and 48.
  • the bearing plates 49 and 50 are made of materials having a coefficient of static friction of less than 0.2, preferably less than 0.1, for example polytetrafluoroethylene, polyethylene, polyamide, nylon, polyethylene terephthalate or polyacetal, wherein within a bearing module 46 the combination of second different materials is preferred is, so the bearing plate 49th made of a different material than the bearing plate 50.
  • the sliding joint with different movements of the structure 1 and component 4 is thus between the two bearing plates 49 and 50th
  • the edge of the bearing module 46 is covered by a circumferential elastic sealing profile 51, which simultaneously holds the steel sheets 47 and 48 with the bearing plates 49 and 50 enclosed therein.
  • the bearing module 46 described extends over the entire length of the projection 12.
  • Such a storage module 46 can be made for example in the production of the projections 12 as a built-in part in the formwork or even be part of the formwork, so that after filling and setting of the concrete a rigid connection between the storage module 46 and projection 12 is formed.
  • the storage module 46 again forms the front shutter, so that the encapsulation 28 takes place directly against the storage module 46.
  • an optimal frictional connection between the component 4 and the structure 1 is ensured and the assembly work is simplified and shortened.
  • the lying in front of the anchorage in the building 1 section 25 is not formed of in-situ concrete of the building, but consists of a finished part 52, which is preferably made of a higher quality concrete, for example, a concrete with a strength of 65 N / mm 2 or more.
  • An anchor plate 19 can already be integrated into such a finished part 52 during its production, so that the unit made of finished part 52 and anchor plate 19 only has to be fixed in the predetermined position before concreting the structure 1 before the building 1 is concreted. It is understood that the invention is not limited to the individual feature combinations of the present embodiments, but also includes feature combinations of different embodiments, as far as they are covered by the claims.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)

Claims (15)

  1. Dispositif de rattachement, par engagement positif, d'une partie structurelle (4) à un corps de bâtiment (1), comprenant au moins deux zones (6) de transmission de forces qui sont agencées à distance latérale l'une de l'autre, et dans lesquelles un ou plusieurs élément(s) de serrage (17) s'étend(ent) dans ledit corps de bâtiment (1) depuis ladite partie structurelle (4), sachant que ledit corps de bâtiment (1) comporte, dans au moins l'une desdites zones (6) de transmission de forces, une première surface de support (9) dévolue à l'absorption de forces verticales de pression émanant de ladite partie structurelle (4), et une seconde surface de support (8, 10) dédiée à l'absorption de forces de pression dans la direction de serrage des éléments de serrage (17), et que ladite partie structurelle (4) possède une première surface d'appui (14) coopérant avec ladite première surface de support (9) et une seconde surface d'appui (13, 15) coopérant avec ladite seconde surface de support (8, 10), lesdites première surface de support (9) et seconde surface de support (8, 10) formant un palier de glissement, dans le joint de rattachement (16), avec lesdites surface d'appui (13, 14, 15) qui coopèrent avec elles, le coefficient de frottement statique étant, au maximum, de 0,2 entre lesdites surfaces de support (8, 9, 10) et lesdites surfaces d'appui (13, 14, 15) coopérant avec ces dernières.
  2. Dispositif selon la revendication 1, caractérisé par le fait que toutes les zones (6) de transmission de forces possèdent des surfaces de support (8, 9, 10) et des surfaces d'appui (13, 14, 15) formant respectivement un palier de glissement.
  3. Dispositif selon la revendication 1 ou 2, caractérisé par le fait que le coefficient de frottement statique est, au maximum, de 0,1 entre les surfaces de support (8, 9, 10) et les surface d'appui (13, 14, 15) coopérant avec ces dernières.
  4. Dispositif selon l'une des revendications 1 à 3, caractérisé par le fait que la première surface de support (9), et/ou la seconde surface de support (8, 10) du corps de bâtiment (1) consiste(nt) en du polytétrafluoréthylène, en du polyéthylène, en du Nylon, en du polytéréphtalate d'éthylène ou en un homopolymère de polyacétal.
  5. Dispositif selon l'une des revendications 1 à 4, caractérisé par le fait que la première surface d'appui (14), et/ou la seconde surface d'appui (13, 15) de la partie structurelle (4) consiste(nt) en du polytétrafluoréthylène, en du polyéthylène, en du Nylon, en du polytéréphtalate d'éthylène ou en un homopolymère de polyacétal.
  6. Dispositif selon l'une des revendications 1 à 5, caractérisé par le fait que les surfaces de support (8, 9, 10) et les surfaces d'appui (13, 14, 15) consistent en des matériaux différents au sein d'un appariement matériel d'une zone de transmission de forces.
  7. Dispositif selon l'une des revendications 1 à 6, caractérisé par le fait que la première surface de support (9) est logée dans un décrochement pratiqué dans la surface du corps de bâtiment (1), et dans lequel la partie structurelle (4) pénètre par une saillie (12).
  8. Dispositif selon la revendication 7, caractérisé par le fait que le décrochement est délimité, dans le sens latéral, en formant une niche (7) dans la direction du joint de rattachement (16).
  9. Dispositif selon l'une des revendications 1 à 8, caractérisé par le fait que la région de la partie structurelle (4) et/ou du corps de bâtiment (1), qui est associée au joint de rattachement (16) et porte les surfaces de support (8, 9, 10) et/ou les surfaces d'appui (13, 14, 15), est constituée d'une pièce intégrée préfabriquée, de préférence une pièce intégrée en béton ou en acier.
  10. Dispositif selon l'une des revendications 1 à 9, caractérisé par le fait que la région de la partie structurelle (4) et/ou du corps de bâtiment (1), qui est associée au joint de rattachement (16) et porte les surfaces de support (8, 9, 10) et/ou les surfaces d'appui (13, 14, 15), est constituée d'un scellement (11) déposé après coup.
  11. Dispositif selon l'une des revendications 1 à 10, caractérisé par le fait que les éléments de serrage (17) sont constitués par des torons (30) respectivement assujettis au corps de bâtiment (1) au moyen d'une liaison clavetée (34), sachant que lesdits torons (30) sont respectivement guidés par une douille d'ancrage (35) et sont verrouillés à demeure dans ladite douille d'ancrage (35) par des parties d'ancrage (38), et que ladite douille d'ancrage (35) présente un filetage extérieur (36) sur lequel un écrou de serrage (39) peut être vissé, ledit écrou de serrage (39) prenant appui, par rapport audit corps de bâtiment (1), lors du blocage desdits éléments de serrage (17).
  12. Dispositif selon l'une des revendications 1 à 11, caractérisé par le fait que les éléments de serrage (17) sont enrobés, au moins dans la région du joint de rattachement (16), d'un matériau déformable (29) préférentiellement élastique, par exemple d'une mousse.
  13. Dispositif selon l'une des revendications 1 à 12, caractérisé par le fait que le corps de bâtiment (1) présente, dans la région des éléments de serrage (17), un renfoncement provisoire (44) limitrophe du joint de rattachement (16) et destiné à un scellement (28) déposé après coup.
  14. Dispositif selon l'une des revendications 1 à 13, caractérisé par le fait que les premières surfaces de support (9) et les secondes surfaces de support (8, 10), ainsi que les surfaces d'appui (13, 14, 15) coopérant avec ces dernières, sont constituées par des platines de montage (49, 50) interposées entre des tôles d'acier (47, 48).
  15. Dispositif selon la revendication 14, caractérisé par le fait que les platines de montage (49, 50) et les tôles d'acier (47, 48) forment un module de montage préfabriqué (46) pouvant être respectivement fixé à une partie structurelle (4), en tant qu'ensemble unitaire.
EP11007864.9A 2010-10-01 2011-09-28 Dispositif de raccordement forcé d'un composant sur un corps de construction, notamment d'un balcon sur un bâtiment Active EP2436845B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102010047081A DE102010047081A1 (de) 2010-10-01 2010-10-01 Anordnung zum kraftschlüssigen Anschluss eines Bauteils an einen Baukörper, insbesondere eines Balkons an ein Gebäude

Publications (3)

Publication Number Publication Date
EP2436845A2 EP2436845A2 (fr) 2012-04-04
EP2436845A3 EP2436845A3 (fr) 2013-01-23
EP2436845B1 true EP2436845B1 (fr) 2017-09-20

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EP11007864.9A Active EP2436845B1 (fr) 2010-10-01 2011-09-28 Dispositif de raccordement forcé d'un composant sur un corps de construction, notamment d'un balcon sur un bâtiment

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DE (1) DE102010047081A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015217734A1 (de) 2015-09-16 2017-03-16 Schaeffler Technologies AG & Co. KG Aktuator für eine Reibkupplung mit einer spielfreien druckunabhängigen Kolbenzentrierung
FR3095821B1 (fr) * 2019-05-10 2021-07-30 Soletanche Freyssinet Dalle de balcon et procédé de construction d’un bâtiment
NL2023159B1 (nl) 2019-05-17 2020-12-01 H J J Evers Beheer B V Werkwijze en bevestigingselement voor het aan een nieuwbouwgevel bevestigen van een uitkragend element
NL2032199B1 (en) 2022-06-17 2024-01-04 Normteq Nieuwbouw B V Balcony mounting assembly, cantilever balcony, building comprising a cantilever balcony and method for mounting a cantilever balcony to a building.

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Publication number Priority date Publication date Assignee Title
DE19630552C2 (de) 1996-07-18 1999-02-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
NL1011662C2 (nl) * 1999-03-24 2000-09-27 Hakron Verankeringstechniek B Balkonplaat-balkongevel/vloersamenstel.
FR2868448B1 (fr) * 2004-04-01 2007-01-12 Pakon Gmbh Element isolant pour dalles de plancher ou de balcon en beton

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DE102010047081A1 (de) 2012-04-05
EP2436845A2 (fr) 2012-04-04
EP2436845A3 (fr) 2013-01-23

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