EP2626479A2 - Élément de construction pour le montage dans des joints de dilatation de bâtiments - Google Patents

Élément de construction pour le montage dans des joints de dilatation de bâtiments Download PDF

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Publication number
EP2626479A2
EP2626479A2 EP20130154003 EP13154003A EP2626479A2 EP 2626479 A2 EP2626479 A2 EP 2626479A2 EP 20130154003 EP20130154003 EP 20130154003 EP 13154003 A EP13154003 A EP 13154003A EP 2626479 A2 EP2626479 A2 EP 2626479A2
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EP
European Patent Office
Prior art keywords
building
shell body
partition plate
parts
component according
Prior art date
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Granted
Application number
EP20130154003
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German (de)
English (en)
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EP2626479A3 (fr
EP2626479B1 (fr
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Schoeck Bauteile GmbH
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Schoeck Bauteile GmbH
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Priority to PL13154003T priority Critical patent/PL2626479T3/pl
Publication of EP2626479A2 publication Critical patent/EP2626479A2/fr
Publication of EP2626479A3 publication Critical patent/EP2626479A3/fr
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Publication of EP2626479B1 publication Critical patent/EP2626479B1/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
    • E04B1/62—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
    • E04B1/84—Sound-absorbing elements
    • 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
    • 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 installation in parting lines of buildings, in particular in the area of stair landings, for sound-insulating, force-transmitting connection on both sides of adjacent building parts, with the features of the preamble of claim 1.
  • Such components are for example from the DE-A 195 42 282 known.
  • a hard partition plate is used with a multi-layered structure of relatively hard outer layers and a contrast soft liner and without direct connection of the two outer layers together and cast in the parting line between two parts of the building.
  • the reinforcing rods are passed through openings provided in the partition plate and anchored in the soft intermediate layer of the partition plate in the component, which dampens the vibration transmission between the outer layers with each other and between the outer layers and the reinforcing bars.
  • the disadvantage here is that the reinforcing rods despite their attenuation relative to the component because of their passing through the partition plate, the two parts of the building interconnecting course nevertheless cause a sufficiently large vibration transmission and thus sound or noise transmission between the building parts.
  • the arrangement of the rods in the soft intermediate layer leads to a correspondingly large thickness of the component and accordingly to a large mutual distance of the adjacent building parts.
  • the partition plate is very complex and has not only separate holding means for positionally accurate determination of the reinforcing bars, but also a coextruded multilayer structure in which optionally additional elements such as fire protection strips, elastomeric bearings, etc. are to be installed and by the stepped course self-supporting and must be stabilized with several inner webs.
  • the stepped embodiment of the partition plate with inclined dividing plate legs additionally leads to the absence of a defined vertical dividing plane between the adjacent building parts; Rather, the parting plane in the known case, the corresponding stepped partially inclined course, which leads to an extremely low tolerance in the installation of the known device for sound insulation:
  • the device for example, be installed a bit too high or too low or with different height compared to the height the adjacent building parts, so led the inclined partition sections very quickly that the parting line formed on the top of the adjacent building parts is not congruently positioned with the parting line on the bottom or that at least one of the joints near the edge, if necessary inclined instead of vertically, which quickly Problems with the connection work z.
  • the application of a screed, flooring, insulation, etc. leads.
  • the present invention seeks to further develop a component for installation in joints of buildings according to the preamble of claim 1 to the effect that it allows a modular design and thus a simplified adaptation to respective installation conditions and thereby for other applications with the same task , namely sound-insulated transmission can be used.
  • the component for installation in joints of buildings is characterized in that the reinforcing element projecting from the second of the two parts of the building while crossing the aperture in the shell body and there cooperates with a sound-insulated transmission between the two parts of the building insulation element, that the reinforcing element is a support element comprises for the insulating element and forms a console-like bearing projection for the second of the two building parts together with the support element and that this second part of the building extends by means of the bearing projection in the shell body and so protrudes into the first building part for sound-absorbing, force-transmitting connection of the two building parts.
  • the partition plate which is intended to be substantially in the parting line of a building, especially on staircases, the sound-absorbing, Although extending power transmission connection on both sides of adjacent building parts, although basically any shape have, however, it is now possible to form them again in the simplest basic form flat and without Abtreppept etc., which not only reduces costs, but is also particularly favorable in terms of assembly, connection work, etc.
  • the partition plate must therefore according to the separation of functions according to the invention thus provide only a sound-insulated spacing of the two adjacent parts of the building, whereas for the power transmission alone the scarf body is responsible, which is installed in corresponding openings of the partition plate and fixed there:
  • the shell body does not guarantee the power transmission alone, but this purpose uses the reinforcement element passing through the opening, which extends into the shell body.
  • the reinforcing element passes through the opening of the partition plate, but does not extend into the adjacent second part of the building (ie not in the material of the second part of the building), but is limited to the area of the shell body. In this case, an overlap of the two adjacent building parts is created only in the area of the scarf body, but - with appropriate dimensioning or number of shell body - sufficient to provide the required power transmission.
  • the shell body with associated reinforcement element on the one hand and the partition plate on the other hand easily with respect to position, size, etc. can be adapted to each other. So you can, for example, with one and the same partition plate, which must be based only on the appropriate height of the adjacent parts of the building, a transfer of great forces by installing appropriately sized shell body or a correspondingly large number of shells as well as the transmission of only small forces, including can then be worked with a few or relatively small sized scarf bodies and reinforcing elements.
  • the only adjustment of the partition plate must be to adapt the opening in terms of size and position to the installation case and the number and dimension of the connected Schal emotions.
  • the reinforcing element has a support element for the insulating element and together with the support member forms a bracket-like bearing projection for the second of the two parts of the building and that extends this second part of the building by means of the bearing projection in the shell body and so protrudes into the first part of the building for sound-absorbing, force-transmitting connection of the two parts of the building.
  • the console-like bearing projection which is indeed associated with the second part of the building and extends into the first part of the building, forms exactly the overlap that is required for the mutual power transmission without the need for reinforcing bars - as in the prior art of DE-A-195 42 282 -
  • the overlap by a particularly complicated design of the partition plate - as in the example of EP-A-1 760 209 - must be made available.
  • the reinforcing element consists at least partially of a reinforcing rod and the reinforcing rod is at least in part regions in particular ironed and / or loop-shaped.
  • reinforcing rod is mainly metal and especially stainless steel in question, which can be performed ribbed in the form of a so-called reinforcing steel and thereby transmits the tensile force on the ribbing to the material of the second part of the building or can also be smooth-walled and then anchored over, for example, hook-shaped bends or terminal anchor heads in the second part of the building.
  • the reinforcing element has a slope that is inclined relative to the horizontal, at least in the area of the separating plate.
  • the inclination is expediently greater than 45 ° with respect to the horizontal and preferably greater than 60 ° and is in particular in the range between 60 ° and 70 °.
  • a major advantage of the inclined course of the reinforcing element is also that it can be arranged in the first part of the building so that in the overlap area as large a height of the first part of the building above - or depending on the installation below - is the Dämmelements available. This allows a significantly increased concrete cover, through which the force application or force discharge can be optimized.
  • the subject of the present invention forms a hybrid of the well-known in impact sound insulation elements transverse force rod designs on the other hand from well-known in impact sound insulation console-like designs and combines the advantages of both concepts in one component:
  • the reinforcing element On the supporting side, so for example in the range of the landing stage, the reinforcing element is designed in the manner of a transverse force rod, which allows optimum power transmission.
  • the actual impact sound insulation measure is then carried out on the worn side, so for example in the area of the staircase, where the reinforcing element forms a bracket-like bearing projection and to a support member has, on which the footfall sound is placed.
  • the console-like bearing projection can be offset eccentrically arranged far in the direction of the edge of the building part, which allows a large coverage of the supported component in the region of the console-like bearing projection and thus a particularly good power transmission.
  • the reinforcing element cooperates with the support element for the insulating element, for example by the reinforcing element carries the support element, engages around, is supported on this and / or is connected with this form, force or cohesive.
  • the support member may consist of a rail, which carries the insulating element at least indirectly and / or is supported on this, wherein the support member is in turn held or supported by the reinforcing element. If the reinforcing element rod-shaped and bent bow-shaped or loop-shaped, it may for example rest on its bow-shaped curved area. It may be appropriate to jam the support member with or to the reinforcing element, so that both during transport and during installation of the device according to the invention reinforcing element and support element can retain their intended installation position.
  • the support element or in particular the rail As far as the support element or in particular the rail is concerned, its main function must first be taken into account: it must support the insulating element and thereby ensure the transmission of force between the remaining part of the reinforcement element and the insulating element.
  • the support element or the rail is formed flat with a substantially horizontal support surface for the insulating element. It extends substantially in the horizontal direction and can be planar, e.g. be formed cuboid or advantageously has a partial areas angled, in particular U-shaped vertical cross-section with two U-legs and a U-base, wherein the lying between the two U-legs horizontally extending U-base carries the insulating element.
  • the two U-legs can take on additional functions such as the position assurance of Dämmelements or a positional fixation of the support member to the partition plate.
  • the support element extends through the partition plate or the opening provided therein from the shell body out into the second part of the building (or is connected in another, indirect or direct manner to the second part of the building), via the support element and in particular its terminal U-legs take a support between the support element and the second part of the building, by which any occurring horizontal force components can be transmitted as compressive forces. That is, even if the reinforcing element can or should only serve for transverse force transmission, any horizontal components arising from the vertical load can be picked up and passed through the additional support element, thus keeping it away from the particular rod-shaped reinforcing element. It is important that, of course, the support member relative to the first part of the building sound-decoupled and so in the investment area of said terminal U-leg is impact sound insulated on the second part of the building.
  • the insulating element may be formed in the known manner mat or plate-like and in particular at least partially made of an elastomer.
  • an elastomeric bearing formed thereby is placed on the rail and thereby extends in a horizontal plane.
  • a contact surface of the Dämmelements On the opposite side of the support member of the Dämmelements is a contact surface of the Dämmelements, which forms a force - / - aus effets Kunststoff and in which the forces are transmitted as a compressive force between the first building part and the insulating body.
  • the insulating element in the region of the contact surface either directly from the material of the first building part, ie in particular be acted upon by concrete or interposition of the scarf body.
  • the shell body may either have a recess in the area of the contact surface of the Dämmelements is arranged to come directly into contact with the material of the first building part; or the shell body can cover the insulating element in the area of the contact surface and pass the forces occurring there between the first building part and the insulating element directly.
  • the shell body should consist of hard, incompressible material.
  • the trough-shaped shell body is designed to be open on one side in the direction of the second building part in order to receive the reinforcement element and the support element. He separates the first and the second part of the building by a closed trough-shaped surface from each other.
  • the shell body is applied only on the first part of the building facing outer surface with concrete.
  • the interior of the scarf body and thus also its inner surface are shielded by the partition plate against the material of the second part of the building and remain free of the material of the second part of the building, so in particular of concrete.
  • this interior advantageously serves to accommodate only the console-like bearing projection, so the reinforcing element and the support element, and in particular also the insulating element.
  • the contact areas between the bearing projection and the scarf body are reduced to the comparatively small-area area of the insulating element, which is optimized with regard to sound-insulating mutual contact. This leads to an optimal sound-insulated force-transmitting connection to the so-formed component of adjacent building parts.
  • the existing between the two parts of the building in particular vertical parting plane is provided with these trough-shaped invaginations, which extend into the first part of the building, but without this having an effect on the course and especially on the shape of the remaining parting plane in the region of the partition plate.
  • the shell body should be spaced apart in the region of its cavity on the side opposite the insulating element from the reinforcing element and the optionally provided support member in order to avoid interference or disturbance of footfall sound insulation by mutual contact.
  • said spacing should be present in the area of the lower floor surface of the scarf body - and if the insulating element is arranged in the area of the lower floor surface of the scarf body, said spacing should be in Be present area of the upper ceiling surface of the scarf body.
  • the component according to the invention can be used in different ways: It is particularly advantageous if the first of the two building parts rests on the bearing projection assigned to the second of the two building parts. This can be the case, for example, if a flight of stairs is the first part of the building on a landing stage than the second part of the building to be relocated; then the shell body would extend into the staircase and the staircase would rest on the top of the scarf body and so transferred the force on this top of the scarf body, the insulating element and provided in the shell body bearing projection of the stair landing.
  • the component can also be used to ensure that the second of the two parts of the building rests on the first of the two parts of the building by means of the bearing projection assigned to it.
  • the scarf body extends into the area of the supported building part
  • the scarf body would extend into the supporting building part. This could, for example, in the described installation between a flight of stairs and a landing so that the shell body extends into the landing, that the bearing projection is thus assigned to the flight of stairs and extends into the shell body and so the forces on the bearing projection and the bottom surface of the Schal stresses be transferred to the landing.
  • the partition plate between a building ceiling or building wall on the one hand and a stair landing or a stair part on the other hand.
  • the parting plane may be vertical and e.g. flush with the face of the building ceiling and the shell body can then - as desired - in the worn or in the supporting part of the building extend into it.
  • the trough-shaped shell body consists at least of a curved trough element for receiving the substantially horizontally extending reinforcement element, the support element and the Dämmelements and from a substantially in the particular vertical partition plate plane extending edge and if the shell body is added in the region of the edge to the partition plate in the area or preferably slightly outside their openings, to ensure a liquid concrete density system on the partition plate.
  • the attachment can be done by clamping, latching or clip connections, but also by cohesive adhesive or welded joints.
  • the trough shape must of course be sized so large that surrounded by the shell body console-like bearing projection (which preferably consists of reinforcing element and support member) is strong enough to ensure the required power transmission.
  • the shell body console-like bearing projection which preferably consists of reinforcing element and support member
  • lump sum with "trough-shaped" circumscribed What should mean, in particular, that the parting plane in the area of the scarf body bulbous, curved, etcgetieft or otherwise designed to create a space, in particular cavity for the reinforcing element and thus deviates from the other flat course of the partition plate.
  • trough shape used here is therefore not intended to determine the exact spatial form; rather cuboids with plane side surfaces are also possible, as are deviating bodies with curved or inclined side surfaces, etc., as well as wedges, cylinders, trapezoids, etc. All common and thus the "trough shape” accordingly, is the unilaterally open training, which ensures that the shell body is connected to the partition plate in the region of an opening adapted to the shell body and that at least partially the parting plane in the region of the shell body from the partition plate plane in the Schalismeebene, ie the plane of the shell body shell is laid.
  • the insulating element - depending on the application - can be arranged in the area of the top and / or bottom surface of the scarf body, namely at least where the power transmission takes place. If a recess for the direct loading of the insulating element by the material of the first building part is left in the shell body, then this recess is again arranged correspondingly, depending on the application, in the area of the top and / or bottom surface of the shell body.
  • the size, shape and position of the recess can be adapted to the insulating element; but it is also possible that the insulating element protrudes laterally beyond the recess and flat against the shell body to seal the interior of the shell body against the material, in particular concrete of the first part of the building.
  • a single-shell scarf body it is also possible to construct a multi-shell structure or to combine a flat shell shell with an insulating layer (for example in the form of a PE foam panel), wherein these two components can be bonded to one another over the whole area, in particular adhesively bonded.
  • an insulating layer for example in the form of a PE foam panel
  • partition plate which also consists of a flat first wall and an insulating layer fixed thereto (eg in the form of a PE foam plate) or also two flat first walls and one in between arranged insulating layer can be constructed, these components in turn can be connected to each other over the entire surface, in particular glued.
  • the shell body has an up to the top of the component extending edge strip, that is, in this document, the way is exactly away from a modular design towards a one-piece complete system, which should be avoided or improved by the present invention just.
  • the perforations may be adapted to the shape of the reinforcing element in the traversing area that provides a direct mutual contact for the required fixation of the reinforcing elements on the partition plate. If the reinforcing element is inclined in the region of the partition plate, an additional support possibility also results in a horizontal direction.
  • the Festlegungsart should be designed so that in fact a secure positional fixation of the reinforcing member relative to the partition plate can be to the predetermined position of the reinforcing element within the shell body even with occurring loads during transport, assembly on site or the application of in-situ concrete not affect. Even against this background, it makes sense to additionally define the reinforcing element in the area within the shell body by a plastic web at a further point of the partition plate.
  • the component has a plurality of openings provided in the partition plate, a plurality of shells arranged side by side, in particular in the region of the openings, and a plurality of reinforcing elements which extend into the corresponding shells. This makes it possible to adapt the component to the respective application or load case and to exploit the desired and inventive modular structure.
  • the component according to the invention is used, for example, at a building height of 160 mm, wherein the shell body has a concrete cover of 100 mm above (or depending on the application below) of its arranged on its top surface (or bottom surface) Dämmelements, in a horizontal in the first part of the building projecting Schalèvealese of about 40 mm and a horizontal shell body width of 120 mm.
  • every 150 mm horizontally next to each other a shell body is arranged so that six shell body can be provided in a partition plate with a horizontal length of 1000 mm.
  • the present invention can be utilized not only for use of the component according to the invention on the construction site and for creating the first and second building parts from in-situ concrete, but that the present invention can also be used particularly advantageously and effectively in the precast plant.
  • the component can be provided in a manner known per se with a fire protection material, e.g. with a strip of intumescent material placed in a recess of the separator plate and / or in terminal end caps for lateral, i. terminal closure of the partition plate is arranged.
  • a fire protection material e.g. with a strip of intumescent material placed in a recess of the separator plate and / or in terminal end caps for lateral, i. terminal closure of the partition plate is arranged.
  • FIG. 1a is a component 1 for installation in joints of buildings shown in a sectional side view, which is arranged between two adjacent building parts A, B in the form of a staircase 9 as the first building part B and a stair landing 8 as the second part of the building.
  • flight of stairs 9 and stair landing 8 are shown in excerpts and sections and have schematically indicated structures 2a, 2b in the form of floor coverings such as tread plates, screed, impact sound insulation, floor tiles, etc.
  • a parting line C is arranged, which extends vertically over the entire height of the building parts and the corresponding structures 2a, 2b and not only represents a construction joint, but must also provide for a footfall sound insulation between the adjacent thereto components ,
  • FIG. 1b shows a second exemplary application, in each case the same components are provided with the same reference numerals and the component 1 is again shown in side view between two adjacent building parts 8, 9 in the form of a flight of stairs 9 and a landing 8, but here the staircase as the second part of the building A and the landing step acts as the first building part B, so the component is used in a precisely reversed application.
  • the component 1 is installed quasi upside down.
  • a flat partition plate 1 is arranged, which extends over the entire height of the adjacent building parts and - as it in particular FIG. 2a recognizable - has a horizontal length in the order of, for example, 1 meter, which corresponds to the length of the parting line C and thus the width of the staircase B.
  • the partition plate 3 consists of two relatively pressure-resistant outer walls 1a, 1b, which are connected to each other only a few horizontal intermediate webs and otherwise maintain a mutual distance in the order of about 10 mm, thereby the two adjacent building parts A and B from each other Keep a distance and prevent a corresponding mutual system and thus vibration and sound transmission.
  • the outer walls 1a, 1b have a plurality of horizontally extending and a few millimeters projecting ribs or webs, which provide for a certain anchoring of the partition plate in the adjacent concrete of the building parts A and B.
  • the outer walls 1a, 1b with the intermediate webs are self-supporting and pressure-stable enough to withstand the forces of the liquid concrete material if the building parts are made of cast-in-situ concrete or prefabricated in precast concrete and also to keep the two parts of the building permanently at a distance even after hardening of the concrete material.
  • a damping plate 1c made of polyethylene, wherein the three elements in sandwich construction fixed together, e.g. are glued over the entire surface.
  • the separating plate now has a plurality of perforations 1d, 1e, 1f arranged next to and above one another, to which are attached trough-shaped shell bodies 6 (in each case in the same direction) or through which the reinforcing elements 3, 4 pass.
  • Each shell body 6 is fixed in each case with its upper edge 6f 'and its upper edge 6f "flat and liquid-tight on the outer wall 1b of the partition plate 1, as it is mainly from the Figures 2d and 2e is apparent.
  • the shell body 6 is designed trough-shaped, in particular bellied or arched and forms a cavity 6 d, which is largely limited or enclosed by the shell body.
  • the cavity 6d serves to accommodate in particular the reinforcing element, while the outside of the shell body is acted upon by the concrete of the building part B.
  • an insulating element 5 is arranged in the form of a plate-shaped elastomer bearing in the upper part of the scarf body, the scarf body ceiling surface 6e, which ensures the sound-insulated power transmission between the building part B and building part A.
  • the elastomer bearing 5 lies flat on a part of the reinforcing element, namely the support element 4 described in more detail below, whereas the elastomer bearing 5 with its upper contact surface 5c, the shell body ceiling surface 6e applied surface from below. So scarf body ceiling surface 6e, elastomer bearing 5 and support element 4 over the entire surface to each other, as it in particular FIG. 2e it can be seen that a section through the device along the line CC Fig. 2c shows.
  • FIGS. 2a . 2d and 2e let the trough shape of the scarf body 6 recognize, where it arrives in the illustrated embodiment, especially on the top or ceiling surface 6e of the scarf body to which the described elastomer bearing 5 is applied as an insulating element and which serves to force application.
  • the rest of the trough shape is not primarily relevant for power transmission and sound insulation; it is only necessary to ensure that a spacing with respect to other elements such as in particular reinforcement element 3 and / or support element 4 is maintained in order not to impair the impact sound insulation by mutual contact.
  • the shell body has two adapted to the course of the reinforcing bar 3 inclined legs 6a, 6b and a vertically upwardly extending portion 6c, which corresponds to the extent of the elastomer bearing 5 with a vertically upwardly projecting L-web 5a and to this encompassing U-leg 4b of the support member 4 is adapted and spaced from these runs.
  • each shell body is associated with a reinforcing element 3, which consists in particular of a reinforcing rod made of metal.
  • the reinforcing rod is bow-shaped bent in the region of the cavity 6d of the scarf body 6, so that two legs 3a, 3b of the reinforcing bar 3 extend out of the shell body 6 in the direction of the second building part A, wherein the two legs connecting base 3c approximately horizontally in the shell body 6 runs.
  • the two legs 3a, 3b respectively pass through openings 1d in the outer wall 1b, through openings 1g in the insulating element 1c and through openings 1f in the outer wall 1a.
  • the two legs 3a, 3b extend rectilinearly at an angle of 70 ° to the horizontal, as is the case with transverse force reinforcing bars in thermal insulation components is known. Only in an upper region of the second building part A, the two legs are bent and go in a horizontal extension direction 3a ', 3b' and are anchored over a large bond length in the second part of the building A.
  • the reinforcing bar 3 settles in its inclined course 3 a, 3 b at the edges of the openings and is additionally supported on a holding web 1 b "of the outer wall 1 b, which protrudes into the cavity 6 d of the scarf body 6.
  • the reinforcing element has a support element 4 for the insulating element 5.
  • the reinforcing bar 3 carries in the region of its base 3c a rail, which forms the support element 4 and - as already mentioned above - the insulating element 5 carries.
  • the rail extends substantially in the horizontal direction, is angled with its edges 4a, 4b in the vertical direction and thus forms a U-shaped vertical section with two vertical U-legs 4a, 4b and a horizontal U-base 4c, on which the plate-shaped insulating element. 5 is up.
  • Fig. 3a - 3g which show only a part of the subject invention in various views, namely the reinforcing bar 3, the support element 4 and the insulating element. 5
  • the U-base 4c has a relative to the horizontal downwardly inclined notch 4d, which leaves a gap with respect to the U-base 4c, in which the base 3c of the reinforcing bar 3 can be inserted, so the rebar 3 between notch 4d and U Base 4c of the mounting member 4 to jam.
  • the profile rail on the other two free side edges that is not on the side edges of the two U-legs 4a, 4b, flag-like bends 4e, 4f with inclined edges 4e ', 4f' on.
  • These edges point a to the extension direction of the reinforcing bar 3 in the region of its inclined portions 3a, 3b adapted inclination, so that the reinforcing rod create these edges and so horizontal force components can be transferred to the support member 4 and from there into the first part of the building.
  • the rail extends to this parallel to the partition plate while traversing the opening 1 d of the outer wall 1 b and an opening 1 e of the outer wall 1a, so that a U-leg 4a outside of the shell body 6 on the second part of the building A side facing the partition plate. 1 is arranged and flat against the outer wall 1a.
  • the outer wall 1a has a holding web 1a 'embracing the U-leg 4a at its free end. With this extending in the vertical direction U-leg 4a a a surface contact between rail 4 and second part of the building A is created after attaching (especially Anbeton Schl) of the second building part A, on which any occurring compressive forces can be transmitted, not from the inclined extending rebar 3 can be transmitted.
  • the second U-leg 4b extends in the vertical direction and surrounds the elastomer bearing 5, wherein the U-leg 4b forms a position and captive for the elastomer bearing 5.
  • This elastomeric bearing 5 is disposed within the scarf body 6 on the U-base of the rail and is supported with its one edge on said second U-leg 4b and with its opposite edge on the outer wall 1 b of the partition plate 1 from.
  • the device 1 according to the invention in the in FIG. 1 shown use case incorporated in the parting line C, so the ribbed reinforcement bar 3 ensures anchoring of the component 1 in the building part A and thus for a corresponding sufficient power transmission in the adjacent building part A.
  • the shell body 6 provides mainly in the Top side or ceiling surface 6e for a particularly in the vertical direction extending pressure force introduction of the building part B, so that the elastomeric bearing 5, between the shell body 6 and rail 4 in the region of the ceiling surface 4c is arranged, which provides power transmission between the building part B and building part A in a sound-insulated manner.
  • the insulating material consists for example of high-quality closed-cell polyurethane (PUR).
  • PUR high-quality closed-cell polyurethane
  • the two outer walls of the partition plate 3 may be made of pressure-resistant material such as hard PVC, whereas the insulating panel 1c arranged between the outer walls may be made of polyethylene (PE).
  • PE polyethylene
  • other insulation materials or other pressure-stable plastics can be used.
  • partition plate 1 and shell body 6 are achieved in the present example above all by a latching connection, wherein the shell body has hook-like latching lugs on its underside, which engage in a corresponding receiving projections 1b 'of the outer wall 1b of the partition plate 1 in the region of the openings 1d and so set the entire shell body at the opening and at the partition plate.
  • partition plate, shell body, insulation element and also reinforcing rod and support element can be easily varied in terms of their dimensions or number and that due to the modular construction of the invention with a few components a very high variety of variants is possible.
  • the staircase 9 is indeed as well as in FIG. 1a the supported part of the building, however, is in FIG. 1b the reinforcing element 3 associated with the flight of stairs, so that the staircase forms the second part of the building A.
  • the shell body 4 extends into the first building part B, which in the case of FIG. 1b is formed by the landing 8, which in turn acts as the supporting part of the building.
  • the supporting part of the building A associated reinforcing element 3 can be supported in the supporting building part B, the shell body is installed virtually 180 ° mirrored overhead and ensures the mutual weight transfer from stair landing to flight over its bottom surface 6f, like the ceiling surface 6e of the scarf body 6 FIG. 1a is trained. Accordingly, in the embodiment FIG. 1b provided the elastomeric bearing in the area of the bottom surface.
  • the reinforcing element 3 and the support element 4 together form a bracket-like bearing projection, which extends into the interior of the shell body 6, there carries the insulating element 5, which is in operative connection with the first building part B and directly or indirectly of its material , is applied in particular by concrete.
  • the insulating element has in particular the weight of the building part B (in the embodiment according to FIG Fig. 1a ) and A (in the embodiment according to Fig. 1 b) to transfer and supports this purpose on the support element 4, which in turn is supported on the reinforcing element 3, which is designed in the manner of a transverse force rod and transmits the force in the first building part A.
  • the present invention has the significant advantage of being able to be adapted by simple changes in dimension and number of individual parts for different applications without this would lead to a complete overhaul of the device.
  • the device according to the invention can be used wherever a sound-insulated pressure force transmission between two horizontally adjacent parts of the building is needed.

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Acoustics & Sound (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Steps, Ramps, And Handrails (AREA)
EP13154003.1A 2012-02-07 2013-02-05 Elément de construction pour le montage dans des joints de dilatation de bâtiments Active EP2626479B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL13154003T PL2626479T3 (pl) 2012-02-07 2013-02-05 Element budowlany do wmontowania w szczelinę dylatacyjną budynku

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012002168A DE102012002168A1 (de) 2012-02-07 2012-02-07 Bauelement zum Einbau in Trennfugen von Gebäuden

Publications (3)

Publication Number Publication Date
EP2626479A2 true EP2626479A2 (fr) 2013-08-14
EP2626479A3 EP2626479A3 (fr) 2014-03-19
EP2626479B1 EP2626479B1 (fr) 2015-09-30

Family

ID=47713913

Family Applications (1)

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EP13154003.1A Active EP2626479B1 (fr) 2012-02-07 2013-02-05 Elément de construction pour le montage dans des joints de dilatation de bâtiments

Country Status (3)

Country Link
EP (1) EP2626479B1 (fr)
DE (1) DE102012002168A1 (fr)
PL (1) PL2626479T3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2998454A1 (fr) 2014-09-22 2016-03-23 Max Frank GmbH & Co. KG Dispositif destine a relier deux parties de batiment separees par un joint
DE202015105374U1 (de) 2015-10-10 2017-01-11 H-Bau Technik Gmbh Bauelement zum schalldämmenden Anschluss eines ersten Gebäudeteils an einen zweiten Gebäudeteil
EP3754125A1 (fr) 2019-06-19 2020-12-23 Schöck Bauteile GmbH Élément de construction pour le montage dans des joints de dilatation de bâtiments

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19513664A1 (de) 1995-04-08 1996-10-10 Schoeck Bauteile Gmbh Dämmelement zur schalldämmenden Lagerung von Gebäudeteilen
DE19542282A1 (de) 1995-11-14 1997-05-15 Schoeck Bauteile Gmbh Bauelement zur Schalldämmung
EP1760209A2 (fr) 2005-09-01 2007-03-07 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation phonique de deux parties adjacentes d'un bâtiment

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3509890C2 (de) * 1985-03-19 1995-05-24 Schoeck Eberhard Bauelement zur Körperschalldämmung
DE4002661A1 (de) * 1990-01-30 1991-08-01 Schoeck Bauteile Gmbh Konsolelement zur uebertragung allein vertikaler kraefte in gebaeuden
DE4429605A1 (de) * 1994-08-20 1996-02-22 Schoeck Bauteile Gmbh Trittschalldämmendes Auflagerelement
DE19900211A1 (de) * 1999-01-07 2000-07-13 Dausend Hans Werner Schallentkoppelte Halterungsvorrichtung zwischen einer Treppe und einem Podest
EP1647643A1 (fr) * 2004-10-12 2006-04-19 HALFEN GmbH & CO. Kommanditgesellschaft Dispositif d'armature pour la connexion de deux éléments de construction
DE102011009762A1 (de) * 2011-01-28 2012-08-02 Schöck Bauteile GmbH Bauelement zum Einbau in Trennfugen von Gebäuden

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19513664A1 (de) 1995-04-08 1996-10-10 Schoeck Bauteile Gmbh Dämmelement zur schalldämmenden Lagerung von Gebäudeteilen
DE19542282A1 (de) 1995-11-14 1997-05-15 Schoeck Bauteile Gmbh Bauelement zur Schalldämmung
EP1760209A2 (fr) 2005-09-01 2007-03-07 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation phonique de deux parties adjacentes d'un bâtiment

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2998454A1 (fr) 2014-09-22 2016-03-23 Max Frank GmbH & Co. KG Dispositif destine a relier deux parties de batiment separees par un joint
DE102014113635A1 (de) 2014-09-22 2016-03-24 Max Frank Gmbh & Co. Kg Bauelement zum Verbinden von zwei durch eine Fuge getrennten Gebäudeteilen
DE202015105374U1 (de) 2015-10-10 2017-01-11 H-Bau Technik Gmbh Bauelement zum schalldämmenden Anschluss eines ersten Gebäudeteils an einen zweiten Gebäudeteil
DE102016119182A1 (de) 2015-10-10 2017-04-13 H-Bau Technik Gmbh Bauelement zum schalldämmenden Anschluss eines ersten Gebäudeteils an einen zweiten Gebäudeteil
EP3754125A1 (fr) 2019-06-19 2020-12-23 Schöck Bauteile GmbH Élément de construction pour le montage dans des joints de dilatation de bâtiments

Also Published As

Publication number Publication date
PL2626479T3 (pl) 2016-03-31
EP2626479A3 (fr) 2014-03-19
EP2626479B1 (fr) 2015-09-30
DE102012002168A1 (de) 2013-08-08

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