EP2754765B1 - Dispositif permettant de relier, avec transmission des forces, une première partie de bâtiment porteuse à une seconde partie de bâtiment portée - Google Patents

Dispositif permettant de relier, avec transmission des forces, une première partie de bâtiment porteuse à une seconde partie de bâtiment portée Download PDF

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Publication number
EP2754765B1
EP2754765B1 EP14151126.1A EP14151126A EP2754765B1 EP 2754765 B1 EP2754765 B1 EP 2754765B1 EP 14151126 A EP14151126 A EP 14151126A EP 2754765 B1 EP2754765 B1 EP 2754765B1
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EP
European Patent Office
Prior art keywords
force
support element
building part
introduction
profile
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EP14151126.1A
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German (de)
English (en)
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EP2754765A1 (fr
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Schoeck Bauteile GmbH
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Schoeck Bauteile GmbH
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Priority to PL14151126T priority Critical patent/PL2754765T3/pl
Publication of EP2754765A1 publication Critical patent/EP2754765A1/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
    • E04B1/38—Connections for building structures in general
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F2011/0203—Miscellaneous features of stairways not otherwise provided for
    • E04F2011/0205—Stairways characterised by the use of specific materials for the supporting structure of the treads
    • E04F2011/021—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of stone or stone like materials, e.g. concrete; mainly of glass
    • E04F2011/0212—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of stone or stone like materials, e.g. concrete; mainly of glass mainly of concrete

Definitions

  • the invention relates to a device for force-transmitting connection of a first load-bearing building part, in particular a building wall, to a second load-bearing building part, in particular a stair part, at least comprising a support element extending between the first building part and the second building part, the support element being at least in a first longitudinal section has a first force application area associated with the first building part and a second force application area associated with the second building part at least in a second longitudinal section spaced apart from the first longitudinal section in the longitudinal direction (x) of the support element.
  • Such connecting devices are often formed by a support element in the form of a shear force mandrel, which extends between two parts of the building and is often arranged in a sleeve at least on one side for this purpose, in order to be able to absorb or transmit shear forces and bending moments, and in the longitudinal direction (x), i.e to allow relative movements between the two parts of the building without resistance in its axial direction.
  • a support element in the form of a shear force mandrel, which extends between two parts of the building and is often arranged in a sleeve at least on one side for this purpose, in order to be able to absorb or transmit shear forces and bending moments, and in the longitudinal direction (x), i.e to allow relative movements between the two parts of the building without resistance in its axial direction.
  • the other known carrier elements consist of profile carriers, for example tubular rectangular hollow profiles or I-beams, which are used in particular when higher bending moments are to be transmitted, for example due to a larger distance between the two parts of the building and the associated larger lever arm.
  • profile carriers for example tubular rectangular hollow profiles or I-beams
  • I-beams which are used in particular when higher bending moments are to be transmitted, for example due to a larger distance between the two parts of the building and the associated larger lever arm.
  • An example of such a rectangular hollow profile is in WO 2012/084327 disclosed.
  • the round mandrels usually used are primarily suitable for transmitting higher transverse forces, but are only able to transmit lower bending moments.
  • a difference between support elements made of round mandrels on the one hand and rectangular hollow profiles or I-beams on the other hand is that rectangular hollow profiles, I-beams and other support elements with a cross-section deviating from a circle must be installed in the correct position, i.e. with a force application surface which must not have any inclination to the horizontal, otherwise the force will not be applied over the entire area provided for this purpose, but only over a part of it.
  • This can quickly lead to uneven, off-center or excessive loading of the force-bearing areas, such as in the case of elastomeric bearings, which are commonly used in such connection devices for impact sound insulation. If these are not loaded according to their design, but only in a partial area and/or unevenly, then their compression and thus usually their rigidity increases significantly and they can no longer guarantee the sound insulation they expect.
  • the force is introduced independently of any twisting of the mandrel about its longitudinal axis over a force introduction area that is always the same, so that such round mandrel connections are sometimes preferred where they would not be preferred at all due to their load-bearing behavior.
  • Round mandrels are also often used where there are space problems during installation, since the round mandrels have a smaller overall cross-section than hollow profile elements or I-beams with the same shear force carrying capacity.
  • An example of such an application with cramped installation conditions are spiral staircases, in which the flight of stairs has to be supported in the adjacent building wall and rectangular hollow profiles in alignments with an exactly horizontal force application surface would increase the component thickness of the inclined flight of stairs for geometric reasons, since the rectangular hollow profile is not in one of the flight of stairs corresponding inclination, but only horizontally, i.e. twisted to the inclination of the flight of stairs. Due to this inclined position of the hollow profile relative to the flight of stairs, the diagonal edges of the hollow profile migrate close to the top and bottom of the flight of stairs and require a greater concrete cover and thus a greater component thickness of the corresponding part of the building.
  • the object of the present invention is now to provide a device for force-transmitting connection of the type mentioned at the outset, which combines the properties of both variants of carrier elements described and is characterized above all by the fact that, on the one hand, it has a Allows installation with error tolerance, as is the case with round mandrels, and on the other hand uses support elements that are able to transmit larger bending moments than comparably dimensioned round mandrels.
  • the support element has a force transmission element in at least one of the two force application areas and/or interacts with a force transmission element
  • the support element consists of a profile body with at least two profile webs extending in the longitudinal direction, at least in one of the two force application areas
  • the force transmission element has a first force application surface
  • the force introduction surface has an at least partially arcuate surface curvature in a cross-sectional plane extending orthogonally to the longitudinal direction (x) of the carrier element.
  • the force transmission element is arranged on the underside of the carrier element and the force transmission surface of the force transmission element is also arranged on the underside of the force transmission element.
  • the carrier element does not consist of the usual round mandrels or other solid material with a cross section deviating from a circle, but of a profile body with at least two profile webs, which already results in a significant improvement in the absorption or transmission of bending moments can be achieved.
  • the carrier element also has a force transmission element with a circular surface curvature, thus forming a force application surface with a circular-cylindrical surface that corresponds to the force application surface of round mandrels, which is precisely responsible for the fact that with round mandrels there is also an opposite to the longitudinal axis of the Support element twisted installation is possible and without negative effects in terms of load-bearing behavior.
  • the carrier element actually represents a combination of the advantages of both known carrier element variants and thus enables the carrier element to be installed in an orientation that can also be twisted about the longitudinal axis, without this twisting changing the size of the force application area and thus the load .
  • a carrier element consisting of a profile body in, for example, spiral staircases with an inclined flight of stairs and to adapt the profile body to the inclination here and thereby again not to affect the component height.
  • the force is introduced via the circular arc-shaped force introduction surface, which is just as large as in the case of non-twisted installation, i.e. installation with an exactly horizontal alignment, as is necessary with such profile bodies.
  • connection device thus fulfills its task and the load-bearing behavior required of it even with imprecise installation, in this respect corresponds to the usual round mandrels, but has a correspondingly superior structure and improved load-bearing properties due to the design of the carrier element as a profile body.
  • the at least two profile webs of the carrier element extending in the longitudinal direction extend parallel to one another, as is the case, for example, with an I-beam or also with a rectangular hollow profile.
  • the at least two longitudinally extending profile webs of the support element are arranged at an angle, in particular at right angles to one another, as is the case with a T-beam, for example, and which is particularly important for the load-bearing behavior.
  • the carrier element has at least one further profile web which extends in the longitudinal direction and is arranged parallel or at an angle to one of the other profile webs.
  • at least three profile webs particularly suitable rigid profile bodies can be formed, such as an I-beam or a rectangular hollow profile.
  • the carrier element consists, at least in sections, of a hollow profile body, in particular with a rectangular cross section, or of an I-profile body.
  • these profile shapes nevertheless enable high resilience and, in particular, flexural rigidity, which also represent an essential criterion in connection devices of this type.
  • the power transmission element As far as the power transmission element is concerned, it is recommended that this is fixed to the carrier element, in particular in a non-positive, material and/or form-fitting manner and particularly preferably via a welded connection.
  • the force transmission element should not only transmit forces between the carrier element and the associated part of the building, but it should also not perform any movements relative to the carrier element, at least not when it is arranged on the carrier element. In this case, the force-transmitting element and the carrier element should form a fixed unit and the relative movements should still be possible between the force-transmitting element and the associated part of the building.
  • the force transmission element is not assigned to the carrier element, but to the building part, as can be the case, for example, when the carrier element is positioned in a trough that has the force transmission element and interacts with the building part, then the force transmission element must be fixed at least at the named Tub done, which should indeed be assigned to the part of the building. And in this case, in turn, the trough would be non-positively, materially and/or positively fixed to the carrier element, but not the power transmission element itself.
  • the other of the two force application areas it is in principle possible for the other of the two force application areas to also have a similar force application surface with a circular arc surface curvature and/or to carry a force transmission element which has such a force transmission surface with a circular arc surface curvature; However, this is not necessary in many cases, since it is already sufficient for the desired flexibility and error tolerance during installation, if only one of the two force application areas has a force application surface with an arcuate surface curvature.
  • the other of the two force introduction regions has a second force introduction surface with a cross-sectional plane extending horizontally to the longitudinal direction of the carrier element that at least partially deviates from the shape of a circular arc, with this curve having in particular a curvature of approximately 0 .
  • the second force application surface can advantageously consist of a surface of one of the profile webs, so that no additional force transmission element is required.
  • the carrier element according to the invention can consist, for example, of a profile body extending over the entire length of the carrier element and having the force transmission element essential to the invention only in the area of one of the two force introduction regions and/or interacting with the force transmission element according to the invention, which has the arcuate surface curvature essential to the invention in the area of its force application surface.
  • the force transmission element is missing, with the profile body itself having the force application surface for the associated building part there.
  • This first force application surface is advantageously convex and/or in the form of a segment of a circular cylinder jacket surface, i.e. it corresponds more or less to the segment of a round mandrel of the prior art, which is formed onto the hollow profile in the longitudinal section of the corresponding force application area.
  • the arcuate surface curvature of the first force application surface is designed in this way that the center of their radius of curvature is at least approximately in the area of the center of gravity of the carrier element in this cross-sectional plane extending orthogonally to the longitudinal direction of the carrier element. This ensures that even when the carrier element is rotated or inclined to the longitudinal axis of the carrier element, its forces act in the vertical direction and are transmitted free of lateral forces from the carrier element and the cylindrical force application surface to the associated part of the building.
  • the longitudinal axis of the lateral cylinder surface of the force transmission element and the central/longitudinal axis of the carrier element coincide or run parallel to one another with only a small mutual distance.
  • the force transmission element is arranged on the underside of the carrier element in the installed state and the force transmission surface of the force transmission element is also arranged on the underside of the force transmission element, so that the force transmission element is arranged in the first force application area assigned to the first load-bearing part of the building, i.e. serves to transmit the forces and moments transmitted from the second supporting part of the building via the support element to the first supporting part of the building.
  • a force distribution means in particular a load distribution plate, is arranged between the force transmission element and the assigned part of the building, which serves to absorb the forces introduced via the segment of a cylinder jacket surface and to distribute them over a correspondingly much larger surface and then to pass them on to the assigned part of the building with a correspondingly reduced force per surface section .
  • the carrier element interacts with a vibration decoupling element, in particular with an impact sound insulation element, which can consist of an insulation material and in particular an elastomer.
  • an impact sound insulation element which can consist of an insulation material and in particular an elastomer.
  • the advantages that are essential to the invention also come into play, in that despite an inclined or inherently incorrect installation of the support element, not only a small lateral partial area of the footfall sound insulation element has to take on the load, as would otherwise be necessary, but also the force is always introduced via the same cylinder surface and via the said load distribution plate, So a force distribution means can be transferred to the entire surface of the impact sound insulation element, so the elastomer bearing.
  • the present invention thus ensures that force is always introduced in the same way and evenly in the area of an impact sound insulation element, and thus ensures optimized insulation behavior.
  • the carrier element allows a relative movement between the curved force application surface of the force transmission element and the associated part of the building or the force distribution means arranged between them, at least during installation, in order to enable corrections in the event of an imprecise installation position. It is particularly advantageous in this connection if these relative movements remain possible even after the installation of the carrier element, ie the error corrections can also be carried out later.
  • the carrier element is movably arranged in the assigned part of the building, ie the curved force introduction surface of the force transmission element and the assigned part of the building or the force distribution means arranged between them are arranged movably with respect to one another.
  • the movement is expediently about the axis of curvature, ie in particular the cylinder axis of the curved force application surface of the force transmission element as a swivel or rolling motion.
  • connection device 1 according to the invention is indicated, which is arranged in a second supporting building part 2 and serves to extend into a first supporting building part 3, which in figure 1 consists of a building wall, which, however, is only indicated schematically with the reference number 3 .
  • the stair part according to figure 1 consists of a flight of stairs of a spiral staircase, which is made of concrete and is supported by various structural measures, for example at the upper end of the flight of stairs in area 4.
  • One of these measures also consists of the connecting device 1 according to the invention, which is shown schematically in figure 2 is shown and consists of a carrier element 5 in the form of a rectangular hollow profile body, which carrier element 5 - possibly with the interposition of an in figure 2 barrel sleeve, not shown - extends between the supported part of the building 2 and the supporting part of the building 3, so in the present example of the building wall.
  • the portion of the support element 5 that extends in the supported building part 2 is shown with dashed lines, and the portion that protrudes in comparison and is associated with the supporting building part 3 is shown with solid lines.
  • the trough-shaped recess body 7 is built into the supporting building wall 3 with the most horizontal orientation possible in order to absorb and transmit the forces as evenly as possible. Is now between the support member 5 and the recess body 7 an inclination or rotation about the longitudinal axis of the support member 5 can be determined, mainly because the support member 5 in the supported part of the building 2 is possibly inclined or twisted, as is the case, for example, due to the inclined flight of stairs, this twisted or inclined orientation of the support element 5 in relation to the recess body 7 has no effect, as will be described in more detail below: As in figure 2 is indicated schematically and especially in detail from the Figures 3 - 6 As can be seen, the trough-shaped recess body 7 has a thin load distribution plate 8 which acts as a force distribution means and interacts with a vibration decoupling element 9 arranged below it in the form of an elastomer bearing.
  • the load distribution plate 8 In order to load the elastomer bearing as evenly as possible, it is important that the load distribution plate 8 is oriented or installed as horizontally as possible and that it is loaded centrally, so that the force can then be transmitted evenly over the entire force application area when there is a corresponding force acting on the load distribution plate.
  • connection device is off figure 2 without the supported building part, but with the recess body 7 and the load distribution plate 8 arranged therein as well as the vibration decoupling element 9 positioned underneath and thus clearly shows the rectangular hollow profile body of the carrier element 5, which has four profile webs 5a, 5b, 5c, 5d corresponding to the rectangular shape, of which the profile webs 5a and 5c are arranged parallel to one another and the profile webs 5b and 5d at right angles thereto, but also parallel to one another. All four profile webs extend in the longitudinal direction x of the support element 5 from the first load-bearing part of the building 3 to the second load-bearing part of the building 2.
  • figure 4 also clearly shows the rectangular shape of the profile body 5, the load distribution plate 8, the vibration decoupling element 9 and the trough-shaped recess body 7 surrounding the carrier element 5, the load distribution plate 8 and the vibration decoupling element 9 in a front view.
  • an intermediate space is shown, which, however, only consists of a not between load distribution plate 8 and vibration decoupling element 9, but in the front view in figure 4 in front of this running connecting web 7b of the recess body 7 consists.
  • two cuts AA (vertical cut) and BB (horizontal section) drawn in the Figures 5 and 6 are shown.
  • figure 5 shows clearly the longitudinal extension of the carrier element 5 with a longitudinal direction x and a first longitudinal section x 1 , which is assigned to the first building part 3 and a second longitudinal section x 2 , which is assigned to the second building part 2 .
  • Force application areas 11 (at x 1 ) and 12 (at x 2 ) are located in these longitudinal sections x 1 , x 2 .
  • a force transmission element 13 is arranged in the force introduction area 11, namely on the underside of the carrier element 5 adjacent to the lower profile web 5a.
  • the power transmission element 13 is - as you mainly from figure 4 can be seen from a segment of a cylinder formed with a circular arc-shaped surface curvature on its underside, which forms a force application surface 13a and an uncurved, flat upper surface 13b with which the force transmission element 13 rests on the profile web 5a of the carrier element 5 and is welded to it there.
  • the force transmission element acts on the load distribution plate 8 in a very narrow, almost linear area, the contact area between the arcuate curvature 13a and the flat, uncurved surface of the load distribution plate 8 (see Fig figure 4 ), from which the force is transmitted to the underlying vibration decoupling element 9.
  • the trough-shaped recess body 7 has an opening 17, which accommodates the carrier element 5 and for this purpose has an almost circular-cylindrical sleeve-like shape, which is adapted to the dimensions of the carrier element 5 and here also a rotation of the carrier element 5 about its longitudinal axis X not disabled.
  • figure 7 is now schematically the carrier element 5 from the Figures 2 to 6 shown with a welded-on power transmission element 13, a disk-shaped load distribution plate 8 arranged underneath it, and a cuboid vibration decoupling element 9 arranged underneath the load distribution plate 8.
  • Figure 8b shows the carrier element with the welded-on force transmission element 13 in the non-twisted neutral position, in which the plane 5e passing through the central axis X of the carrier element 5, which extends parallel to the profile webs 5a, 5c, which are arranged wider than the other two profile webs 5b and 5d, extends, is arranged parallel to the upper side 8a of the load distribution plate 8, in contrast to this Figure 8b a position of the carrier element 5 rotated by an angle ⁇ is shown, in which said plane 5e, which extends parallel to the profile webs 5a, 5c, is arranged at an angle ⁇ with respect to the upper side 8a of the load distribution plate 8.
  • This angle ⁇ corresponds to the maximum inclination of the carrier element since the torsion about the longitudinal axis X is limited by the edge between the profile webs 5a and 5b coming into contact with the surface 8a of the load distribution plate 8 at this maximum inclination.
  • Figure 9b corresponds to the embodiment Figure 8b with the only difference that now in a carrier element 25 shown there instead of the force transmission element 13 an alternative force transmission element 23 was used, which has a larger radius of curvature than the force transmission element 13 from the Figures 2 to 8 .
  • the consequence of this larger radius is that said edge between the profile webs 5a and 5b no longer impedes the rotational movement of the carrier element 25, but is covered by the force transmission element 23, resulting in a larger maximum angle of rotation ⁇ .
  • the Figures 10a and 10b show the embodiment Figure 9a and 9b with the difference that in a carrier element 35 shown there, parts 33c, 33d of a force transmission element 33 are also provided on the narrow profile webs 5b, 5d, which thus also cover said narrow profile webs and thus further increase the possible angle of rotation ⁇ .
  • FIGs 11a, 11b An embodiment of a carrier element 45 is shown, in which the profile web 5c arranged on the side opposite the profile web 5a is also covered with a part 43e of the force transmission element 43, with all profile webs now being covered by corresponding parts 43, 43c, 43d, 43e of the force transmission element 43 are, which in turn has the overall shape of a cylinder rotating around the carrier element 45 .
  • the maximum angle of rotation ⁇ is unlimited, i.e. comparable to a round mandrel.
  • the present invention offers the advantage of providing a connecting device that can withstand higher loads in terms of bending moments compared to mandrel connections made of solid material, but which at the same time forgives installation errors in that the twisting of the corresponding support element in relation to its longitudinal axis does not change the The amount of surface area involved in the powertrain that is in contact with a load distribution plate or other equivalent component.
  • a connecting device that can withstand higher loads in terms of bending moments compared to mandrel connections made of solid material, but which at the same time forgives installation errors in that the twisting of the corresponding support element in relation to its longitudinal axis does not change the The amount of surface area involved in the powertrain that is in contact with a load distribution plate or other equivalent component.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (14)

  1. Dispositif (1) dévolu à la liaison, avec transmission de forces, d'une première partie de bâtiment (3) porteuse, notamment une paroi (3) de bâtiment, avec une seconde partie de bâtiment (2) portée, notamment une partie d'escalier (2), incluant au moins un élément de support (5) s'étendant entre la première partie de bâtiment et la seconde partie de bâtiment, lequel élément de support (5) est muni, au moins sur un premier tronçon longitudinal (x1), d'une première zone (11) d'introduction de forces qui est affectée à ladite première partie de bâtiment (3), ainsi que, au moins sur un second tronçon longitudinal (x2) espacé dudit premier tronçon longitudinal (x1) dans la direction longitudinale (x) dudit élément de support (5), d'une seconde zone (12) d'introduction de forces, affectée à ladite seconde partie de bâtiment (2),
    sachant que, au moins dans l'une (11) des deux zones (11, 12) d'introduction de forces, ledit élément de support (5) est pourvu d'un élément (13) de transmission de forces et/ou coopère avec un élément de transmission de forces,
    lequel élément de support (5) est constitué, au moins dans ladite zone (11) au sein desdites deux zones (11, 12) d'introduction de forces, d'un corps profilé comprenant au moins deux membrures de profilage (5a, 5b, 5c, 5d) s'étendant dans la direction longitudinale,
    ledit élément (13) de transmission de forces comportant une première surface (13a) d'introduction de forces,
    et ladite surface (13a) d'introduction de forces présentant, dans un plan de section transversale s'étendant perpendiculairement à la direction longitudinale (x) de l'élément de support (5), une courbure au moins partiellement configurée en arc de cercle, caractérisé par le fait
    qu'à l'état intégré, l'élément (13) de transmission de forces est implanté sur la face inférieure de l'élément de support (5); et par le fait que la surface (13a) d'introduction de forces dudit élément (13) de transmission de forces est située sur la face inférieure dudit élément (13) de transmission de forces.
  2. Dispositif selon la revendication 1,
    caractérisé par le fait
    que les membrures de profilage (5a, 5c ; 5b, 5d) de l'élément de support (5) au nombre minimal de deux, s'étendant dans la direction longitudinale (x), présentent des étendues mutuellement parallèles.
  3. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que les membrures de profilage (5a, 5b ; 5c, 5d) de l'élément de support (5) au nombre minimal de deux, s'étendant dans la direction longitudinale, sont agencées en décrivant mutuellement un angle, en particulier un angle droit.
  4. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que l'élément de support (5) est muni d'au moins une membrure supplémentaire de profilage (5a, 5b, 5c, 5d) s'étendant dans la direction longitudinale, agencée parallèlement ou angulairement par rapport à l'une des autres membrures de profilage.
  5. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que l'élément de support (5) est constitué, au moins par zones, d'un corps profilé de section transversale notamment rectangulaire, ou d'un corps profilé en I.
  6. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que l'élément (13) de transmission de forces est assujetti à l'élément de support (5) notamment par engagement positif, matériellement et/ou par complémentarité de formes et, avec préférence particulière, par l'intermédiaire d'une liaison soudée.
  7. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que l'autre zone (12), au sein des deux zones (11, 12) d'introduction de forces, est dotée d'une seconde surface d'introduction de forces qui offre un tracé s'écartant, au moins en partie, d'une configuration en arc de cercle dans un plan de section transversale s'étendant perpendiculairement à la direction longitudinale (x) de l'élément de support (5) ; et par le fait que ledit tracé présente, en particulier, une courbure sensiblement nulle.
  8. Dispositif selon la revendication 7,
    caractérisé par le fait
    que la seconde surface d'introduction de forces est constituée par une surface de l'une des membrures de profilage (5a, 5b, 5c, 5d).
  9. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que la première surface (13a) d'introduction de forces est de réalisation convexe et/ou revêtant la forme d'un segment d'une surface d'enveloppe de cylindre circulaire.
  10. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que la courbure en arc de cercle de la première surface (13a) d'introduction de forces est conçue de façon telle que le centre de son rayon de courbure soit situé, au moins sensiblement dans la région du centre de gravité de la surface de l'élément de support, dans ce plan de coupe transversale s'étendant perpendiculairement à la direction longitudinale (x) dudit élément de support (5).
  11. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que l'élément (13) de transmission de forces est situé dans la première zone (11) d'introduction de forces, qui est affectée à la première partie de bâtiment (3) porteuse.
  12. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que la première surface (13a) d'introduction de forces coopère avec un moyen (8) répartiteur de forces, notamment une platine (8) de répartition de charges ; et par le fait que ledit moyen répartiteur de forces est affecté à la première partie de bâtiment (3) porteuse et est situé, en particulier, dans ladite première partie de bâtiment (3) porteuse.
  13. Dispositif selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que l'élément de support (5) coopère avec un élément (9) de découplage vibratoire, en particulier un élément d'insonorisation par rapport aux bruits de déambulation ; et par le fait que ledit élément de découplage vibratoire consiste en un matériau insonorisant, notamment en un élastomère.
  14. Dispositif selon la revendication 12 et la revendication 13,
    caractérisé par le fait
    que l'élément (9) de découplage vibratoire coopère avec le moyen (8) répartiteur de forces, en particulier au-dessous de ce dernier dans la première partie de bâtiment (3) porteuse.
EP14151126.1A 2013-01-14 2014-01-14 Dispositif permettant de relier, avec transmission des forces, une première partie de bâtiment porteuse à une seconde partie de bâtiment portée Active EP2754765B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL14151126T PL2754765T3 (pl) 2013-01-14 2014-01-14 Urządzenie do przenoszącego siłę połączenia pierwszej, nośnej części budynku z drugą, podpieraną częścią budynku

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE201310100357 DE102013100357A1 (de) 2013-01-14 2013-01-14 Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil

Publications (2)

Publication Number Publication Date
EP2754765A1 EP2754765A1 (fr) 2014-07-16
EP2754765B1 true EP2754765B1 (fr) 2022-04-06

Family

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Application Number Title Priority Date Filing Date
EP14151126.1A Active EP2754765B1 (fr) 2013-01-14 2014-01-14 Dispositif permettant de relier, avec transmission des forces, une première partie de bâtiment porteuse à une seconde partie de bâtiment portée

Country Status (3)

Country Link
EP (1) EP2754765B1 (fr)
DE (1) DE102013100357A1 (fr)
PL (1) PL2754765T3 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015005321B4 (de) 2015-04-25 2022-04-21 Patrizia Fenzl Getränkeschutzvorrichtung
EP4219858A3 (fr) 2017-05-15 2023-09-20 EMEH, Inc. Systèmes et procédés d'escalier mobile
AT519876B1 (de) * 2017-09-20 2018-11-15 Alfred Redlberger Vorrichtung zum kraftübertragenden Verbinden zweier Bauteile
DE102018125785A1 (de) * 2018-10-17 2020-04-23 Schöck Bauteile GmbH Lagervorrichtung

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060239764A1 (en) * 2005-03-31 2006-10-26 Salman Mark T Post anchor/adapter system
DE102010017046A1 (de) * 2010-05-21 2011-11-24 Max Frank Gmbh & Co Kg Vorrichtung zum Verbinden von zwei durch eine Fuge getrennte Bauteile und zur Aufnahme von zwischen den Bauteilen auftretenden Querkräften

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19700765A1 (de) * 1997-01-11 1998-07-16 Elasto Gleitlager Technik Gmbh Querkraftdornlager
EP1072729B1 (fr) * 1999-07-27 2004-06-09 Nivo AG Pièce de construction comme élément de connection entre deux parties de bâtiment
FR2804703B1 (fr) * 2000-02-04 2002-11-08 Plakabeton Coffratec S C A Procede de construction en beton arme a rupture thermique integree et construction ainsi obtenue
DE10063747A1 (de) * 2000-12-21 2002-06-27 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
EP2080841B1 (fr) * 2008-01-18 2015-01-28 SPAETER Zug AG Elément de pose de dalles en console
NO333354B1 (no) * 2010-12-21 2013-05-13 Svein Berg Holding As Anordning ved et sammenforingssystem for bygningselementer.

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060239764A1 (en) * 2005-03-31 2006-10-26 Salman Mark T Post anchor/adapter system
DE102010017046A1 (de) * 2010-05-21 2011-11-24 Max Frank Gmbh & Co Kg Vorrichtung zum Verbinden von zwei durch eine Fuge getrennte Bauteile und zur Aufnahme von zwischen den Bauteilen auftretenden Querkräften

Also Published As

Publication number Publication date
PL2754765T3 (pl) 2022-06-27
EP2754765A1 (fr) 2014-07-16
DE102013100357A1 (de) 2014-07-17

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