EP0627531B1 - Elément de support pour éléments de construction - Google Patents

Elément de support pour éléments de construction Download PDF

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Publication number
EP0627531B1
EP0627531B1 EP93113052A EP93113052A EP0627531B1 EP 0627531 B1 EP0627531 B1 EP 0627531B1 EP 93113052 A EP93113052 A EP 93113052A EP 93113052 A EP93113052 A EP 93113052A EP 0627531 B1 EP0627531 B1 EP 0627531B1
Authority
EP
European Patent Office
Prior art keywords
support element
element according
cover plate
outer shell
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP93113052A
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German (de)
English (en)
Other versions
EP0627531A1 (fr
Inventor
Ewald Wachsmann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP8890294A priority Critical patent/JPH0754454A/ja
Priority to CA002122984A priority patent/CA2122984A1/fr
Publication of EP0627531A1 publication Critical patent/EP0627531A1/fr
Application granted granted Critical
Publication of EP0627531B1 publication Critical patent/EP0627531B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—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
    • 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
    • E04B1/36—Bearings or like supports allowing movement
    • 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
    • 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 support element for components according to the preamble of claim 1.
  • the invention relates to the storage of reinforced concrete ceilings in preferably brick walls and is explained in more detail below with reference to this application.
  • the reinforced concrete ceilings can be stair landings, for example, which are preferably installed in residential buildings.
  • the support element according to the invention can also be applied to other components and is therefore not restricted to the application chosen for a better understanding of the invention. In all applications, it replaces the solid supports that are often only created on the construction site, in whose place it is installed.
  • the outer shell of the new support element which is open on one side, preferably has a rectangular to square plan with vertically rising wall panels and a horizontal cover panel and base panel. These plates are preferably connected to one another in a unit made of sheet metal or plastic. In this way, the support element can be installed particularly easily in brick walls.
  • the shell construction of the support element aims among other things increased form rigidity of the outer shell, with which the bearing forces of the building wall above can be removed.
  • the main purpose of the insulation is to insulate the impact sound and therefore surrounds the floor all surfaces of the cantilever arranged in the support element.
  • Such support elements are known (DE-A-29 07 267).
  • the known support elements are essentially three-shell, i.e. the insulation is covered by an inner shell, which is inserted through the opening of the outer shell and into the insulation in order to cover the inside of the insulation on all sides with its jacket made of sheet metal.
  • This inner shell like the outer shell, is a hollow body which forms a unit consisting of plates, the plates of which are arranged essentially parallel to the plates of the unit of the outer shell.
  • a further increase in this stiffness is pursued with beads which are introduced into the cover plate of the outer shell. This stiffness is intended to relieve the insulation of the support forces of the building wall arranged above the support element and in this way bring about a better insulation effect.
  • the inner shell is a comparatively expensive component; however, it has no or only a limited supporting function. Since the insulation must be largely relieved of pressure if it is to develop its full effect, the bearing forces of the building wall must be removed from the outer shell. The shape of the outer shell is not always sufficient for this. Rather, the support forces of the building wall above, into which the support element must be installed, cause deformations of the outer shell, which overload the support element and in particular strain the insulation and thereby damage it. The resulting ones Impact noise is unacceptable.
  • the stiffening element provided according to the invention reinforces at least the cover plate of the outer shell against deforming bearing loads which act on the outer shell from above.
  • This element extends along the bending line of the cover plate and is supported on parallel wall plates. As a result, it behaves statically like a support on two supports, but its effect is significantly increased due to its connection with the cover plate. Their deflection is reduced in this way to a level that no longer affects the insulation and is harmless to the outer shell.
  • the number and / or their dimensions are chosen in this way.
  • the stiffening element between the insulation and the corrugated cover plate can also be arranged in a bead on the cover plate.
  • the load-transmitting connection with the cover plate makes the stiffening element part of a composite beam on two supports, which supports the loads on the vertical wall plates of the outer shell.
  • the arrangement of the stiffening element under the cover plate has the advantage that the previous design and assembly of the support element can be retained, although the support element as described above is better trained than before for his tasks. With the invention, it is even possible to dispense with previously load-bearing elements, which results in a double-shell design by dispensing with the inner shell. This leads to a considerable simplification of the support element, which also results in a reduction in the production costs.
  • the invention can be implemented in different ways. In the case of a particularly simple embodiment, which can nevertheless carry considerable loads, this is achieved with the features of claim 3.
  • the plate-shaped design of the stiffening element is suitable for using different materials for this element, including plastics.
  • the connection with the beads and their extension to the outer formwork walls make the plate an element of a hollow beam, the outer skin of which is formed by the cover plate of the outer formwork. Due to its favorable section modulus, such a hollow profile can transmit very considerable support forces without deformation.
  • the bending of the plate edges means that the formation of contact bridges is prevented by the hardening building material, for example cement slurry, which penetrates between the stiffening element and the cover plate.
  • these edges can also be used to connect the stiffening element to the outer shell, so that there is an increased stiffening effect.
  • the cover plate is preferably made of sheet metal, as is the preferred embodiment of the outer shell according to the features of claim 5. This permits a relatively simple design of the load-transmitting connections as spot welds, which, as is known, takes place with electrodes applied simultaneously from the inside and outside.
  • Another embodiment of the invention provides for a different design of the stiffening element, which in this case is realized by a hollow profile.
  • This hollow profile is arranged next to a bead, which is a depression of the outer surface in the support element. This in turn results in a hollow support, which in this case is formed by the hollow profile and the skin of the cover plate of the outer shell.
  • This hollow profile can be arranged appropriately with the features of claim 7 and is then at the opening, where it can also take on the function of sealing the cavities of the beads above the insulation to the outside.
  • This seal not only avoids the contact bridges between the cantilever included in the support element and the cover plate of the support element, but also prevents the penetration of rainwater when the interior is soaked and the formation of painful fungus under the ceiling supports in addition to the cracking in the outer walls.
  • This embodiment of the invention can be combined with the embodiment described at the outset, which provides the stiffening element in the form of a plate, which is preferably connected by spot welding to the support element to form the supporting unit is.
  • This combined embodiment is the subject of claim 8. This, of course, enables a significant further improvement in the loads to be removed without the basic structure of the support element having to be changed as a double-shell element.
  • the profiling is preferably dimensioned according to claim 13.
  • the lower edge of the profiling is thus at the same height as the underside of the beads, which makes it easier to insert an inner shell formed from the insulation into the outer shell.
  • the fundamentally possible two-shell design of the support element according to the invention in its preferred embodiment is not changed if the features of claim 14 are additionally realized.
  • the support plate provided there supports the underside of the cantilever of the component and is suitable for preventing cement slurry from penetrating into the pores of the insulating element.
  • the features of claim 15 are particularly recommended for this, because the design of the support as an elastomeric insulation board has a particularly favorable effect on the insulation.
  • the insulation can be realized again as a unit in the form of a shell, which is particularly easy to install.
  • 1, 1a and 1b show the two-shell structure of the support element according to the invention, which has an outer shell 1 and an inner shell 3.
  • the outer shell has a cover plate 8, which is provided with a plurality of beads 4.
  • Beads 5 are also provided in the rear wall of the outer shell 1 and are used for stiffening.
  • a square hollow profile tube 2 is arranged as a stiffening element under the front edge of the cover plate 8 and spot welded to the cover plate 8. This results in a load-transmitting carrier from the cover plate 8 and the hollow profile 2.
  • the inner shell 3 is inserted into the outer shell 1 so that it does not fill in the depressions remaining on the inside of the cover plate 8 due to the arrangement of the profile 2 and the beads 4.
  • the beads 5 in the rear wall of the outer shell 1 are filled in by the inner shell.
  • the inner shell 3 is recessed on the inside, so that there is room for an elastomeric insulation plate 6 which is inserted into the recess with a precise fit.
  • the inner shell 3 is retained in the region of the front edge of the base plate 9 and has an upstand or step 10 there which projects beyond the level of the inner shell in the base region and the insulation plate inserted therein.
  • a cover plate 7 made of sheet steel is provided, which is inserted or clamped for uniform distribution of the support forces of the cantilever components 13 projecting into the support element.
  • the outer shell 1 contains the inner shell 3 made of foam, which has an elastomer layer 6 and a sheet metal layer 7 in the bottom area.
  • the support element is walled into the rising wall 23.
  • the course of the beads 4 in the cover plate 8 can be seen, which run parallel to the building wall according to the dashed line.
  • the side walls are flat plates and the beads 5 in the rear wall of the outer shell 1 are smooth.
  • the inner shell 3 engages in the beads with corresponding projections; however, it is also possible to provide a rear wall of the inner shell 3 which is smooth on both sides and which extends as far as the beaded structure without interfering with it. The latter can be advantageous for manufacturing reasons.
  • the inner shell 3 is smooth on the outside and does not engage in the beads 4 and 5.
  • a plurality of perpendicular beads 5 are provided in the area of the rear wall.
  • the square tube 2 runs parallel to the beads 4 along the front edge.
  • the step 11 of the base plate 9 of the outer shell 1 serves to center and align the support element when it is installed in the rising wall. This step runs parallel to the profile 2 on the front edge of the cover plate 8.
  • the inner shell 3 which leaves the front of the support element open, runs along all inner walls of the outer shell 1.
  • the bottom 12 of the inner shell 3, with which it rests on the base plate 9 of the outer shell 1 there is a rectangular recess 13, the side edges of which are parallel to the side walls and to the rear wall of the outer shell 1.
  • the front edge of the recess 13 runs parallel to the step 11 and extends to this step.
  • the elastomeric insulation mat 6 is embedded in this recess with a precise fit.
  • the sheet metal plate is located on the insulation plate 6 for better distribution of the support weight 7, which is clamped between the rear wall of the inner shell 3 and an upstand or step 10 of the bottom part 12 of the inner shell 3 along the lower front edge of the support element.
  • the outer shell 1 (FIG. 7) consists of sheet metal and combines the cover plate 8 with the base plate 22 and the three rising wall plates, one of the side plates at 32 and the rear wall plate at 33 (FIG. 5).
  • several beads 5 are provided in the rear wall plate.
  • One of the side walls of the bead 5 is designated 34.
  • the rear wall plate 33 is significantly increased in its rigidity.
  • the beads 4 in the cover plate 8 perform the same task.
  • the beads have the trapezoidal shape shown at 4 in FIG. 4 with correspondingly outwardly diverging walls 25, 26 and the flat bottom 27 connecting them, which forms the shorter side of the trapezoid.
  • the embodiment according to FIG. 5 shows the stiffening element 2, which is arranged between the insulation 3 and the corrugated cover plate 8 as a plate 29, which is connected to the beads 4 by connections 30 to form a hollow support 31.
  • the connections 30 consist, for example, of welding spots, the two electrodes being applied before the insulation 3 is introduced.
  • the plate 29 is folded at its edges.
  • the bend 35 assigned to the opening 21 points upwards and is essentially at right angles to the plane of the plate 29. It bears against the inside of a bevel 36 of the cover plate 8 which closes the opening 21 upwards and is also connected to the latter by a connection 30.
  • These folds 32 ' can be connected to the rising walls 32 of the outer shell particularly easily with the aid of welding spots.
  • the rear bend 36 ' runs essentially in a plane parallel to the plane which contains the front bend 35, but points downward. It is also connected to the bottom 40 of the rear wall beads, one of which is shown at 5, by spot welding.
  • the embodiment according to FIG. 6 provides a further stiffening of the cover plate 8 in the form of hollow profiles 41, 42, 43, which are each arranged next to one of the beads 4 under the cover plate 8 and connected to it.
  • One of the hollow profiles (41) is also arranged in FIG. 6 behind the fold 36 of the cover plate 8, which forms the upper edge 36 of the opening 21.
  • the hollow profiles 41 to 43 are arranged above the stiffening plate 29 and thus in the space between the stiffening plate 29 and the cover plate 8.
  • the insulation in the exemplary embodiment in FIG. 7 has a recess 44 which is filled with the insulating insulating plate 6.
  • the cover plate 7 is aligned with its top with the inside 45 of the bottom plate of the insulation.
  • the stiffening element generally designated 47 there is arranged on the cover plate 8, so that because of the double-shell design of the support element 48 from the insulation 3 and the outer shell surrounding it, the insulation 3 directly adjoins the cover plate 8.
  • the stiffening element 47 is profiled several times. These profiles 49 to 51 arranged in parallel are created by notches from the plane of a sheet 52.
  • the profiling 49 consists of a bend 52 forming the sheet metal edge, which adjoins an upstand 53 of the cover sheet 8 on the inside and can be fastened there with the aid of welding points.
  • a parallel upstand 54 of the sheet 52 forms, together with an adjoining edging 55, the hollow profile 49 which is open at the bottom and to which the other two profiles 50 and 51 correspond in shape and manufacture.
  • the fold 56 of the open hollow profile 51 assigned to the opposite edge ends in front of the sheet edge 57, which ends at a fold 58 of the cover plate 52 and can be spot welded to it.
  • This fold is spot welded to the rear wall 59, which has a plurality of beads 60 to 62 (FIG. 10). These serve to improve the stiffness of the rear wall plate 63 and run perpendicularly and parallel to one another, which takes into account the vertically acting loads which buckle or bulge the plate when overloaded.
  • the side panels 64 and 65 are each corrugated twice with the same purpose, which is shown at 66 to 69.
  • the profiles 49 to 51 run because of the vertical load on the cover plate 8 in the direction of its bending line and are supported on the side wall panels like a support on two supports.
  • FIG. 11 shows the base plate 70 of this embodiment, which corresponds to the base plate 9 of the exemplary embodiment according to FIG. 4 in accordance with the illustration in FIG. 11 and is therefore designated with the same reference numerals for its details in FIG. 9.

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Acoustics & Sound (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
  • Finishing Walls (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Optical Couplings Of Light Guides (AREA)

Claims (21)

  1. Elément de support (20, 48) comportant une coquille extérieure (1) constituée de plaques de paroi (32, 33, 63, 64, 65) disposées verticalement et, chaque fois, d'une plaque formant couvercle (8) et d'une plaque de fond (9), une ouverture (21) sur un côté pour un élément de construction (13), et une isolation (3), agissant essentiellement pour l'insonorisation et disposée dans la coquille extérieure,
       caractérisé par au moins un élément de rigidification supplémentaire (2, 29, 41-43, 47), séparé de la plaque formant couvercle, qui a été mis en appui, à chacune de ses extrémités, sur une plaque montante (32, 33; 64, 65) de l'élément support (20, 48) et a été relié à la plaque formant couvercle (8) de façon à transmettre les charges.
  2. Elément support suivant la revendication 1, caractérisé en ce que l'élément de rigidification (2, 29, 41-43, 47) est disposé dans une moulure (4, 5) de la plaque formant couvercle (8).
  3. Elément support suivant la revendication 1, caractérisé en ce que l'élément de rigidification est constitué d'une plaque (29) qui est reliée à des moulures (4) de la plaque formant couvercle (8) et arrive, avec ses bords (32, 35, 36), jusqu'aux parois montantes de la coquille extérieure (1).
  4. Elément support suivant la revendication 3, caractérisé en ce que les bords (32, 35, 36, 36') de la plaque (29) ont des arêtes rabattues, et qu'au moins plusieurs bords (32, 36) de la plaque sont reliés aux parois (32, 33) de la coquille extérieure et au bord (36) de la plaque formant couvercle (8) de coquille extérieure (1), entourant l'ouverture.
  5. Elément support suivant la revendication 3 ou la revendication 4, caractérisé en ce que la plaque (29) est une tôle et que ses liaisons (30) avec la coquille extérieure (1) sont des soudures par points.
  6. Elément support suivant la revendication 1, caractérisé en ce que l'élément de rigidification est constitué d'au moins un profilé creux (2; 41-43), disposé à côté d'une moulure (4).
  7. Elément support suivant la revendication 6, caractérisé en ce qu'un profilé creux (2) est disposé sur l'arête supérieure (36) de l'ouverture (21).
  8. Elément support suivant la revendication 6 ou la revendication 7, caractérisé en ce que le ou les profilés creux (2, 41-43) sont disposés entre la plaque (29) de rigidification conforme aux revendications 3 à 5 et la plaque formant couvercle (8) de la coquille extérieure.
  9. Elément support suivant l'une des revendications 6 à 8, caractérisé en ce que le profilé creux (2) est un profilé rectangulaire.
  10. Elément support suivant l'une des revendications 6 à 9, caractérisé en ce que le profilé creux est soudé sous l'arête avant de la plaque formant couvercle (8) de la coquille extérieure (1).
  11. Elément support suivant l'une des revendications 6 à 10, caractérisé en ce que l'un des profilés creux (2, 41) est disposé derrière l'arête avant (36), rabattue vers le bas, de la plaque formant couvercle (8) de la coquille extérieure (1).
  12. Elément support suivant l'une des revendications 6 à 11, caractérisé par des arêtes rabattues (11, 32, 35, 36') ou des moulures (4, 5) dans la zone de la plaque formant couvercle (8) et de la paroi arrière (33) et/ou de la plaque de fond (9).
  13. Elément support suivant l'une des revendications 6 à 12, caractérisé en ce que le profilé creux (2, 41-43) dépasse, de la profondeur des moulures (4) de la plaque formant couvercle (8), à l'intérieur de l'élément de rigidification.
  14. Elément support suivant l'une des revendications 6 à 13, caractérisé par une tôle d'appui (7) sur le fond (12) de l'isolation (3).
  15. Elément support suivant l'une des revendications 6 à 14, caractérisé en ce que l'isolation (3) présente, dans la zone du fond (12), un vide (13, 44), dans lequel est introduite, comme appui, une plaque isolante en élastomère (6).
  16. Elément support suivant l'une des revendications 6 à 14, caractérisé en ce que la zone de fond (12) de l'isolation (3) est formée par une plaque isolante en élastomère (6).
  17. Elément support suivant l'une des revendications 1 à 16, caractérisé par une bande d'étanchéité circulaire (24) placée le long des arêtes avant entourant l'ouverture (21).
  18. Elément support suivant l'une des revendications 1 à 17, caractérisé par une construction comportant deux coquilles, qui est constituée essentiellement de la coquille extérieure (1) et de l'isolation (3).
  19. Elément support suivant la revendication 1, caractérisé en ce que l'élément de rigidification (47) est constitué d'au moins un élément de profilé disposé sur la plaque formant couvercle (8).
  20. Elément support suivant la revendication 19, caractérisé en ce que la paroi arrière (63) et/ou les parois latérales (64, 65) de la coquille extérieure (1) sont munies de moulures.
  21. Elément support suivant la revendication 19 ou la revendication 20, caractérisé en ce que l'un des différents profilés (49 à 51) sont réalisés par encochage d'une plaque (47), et sont disposés sur la plaque formant couvercle (8), avec leurs encoches vers le haut et vers le bas.
EP93113052A 1993-05-06 1993-08-14 Elément de support pour éléments de construction Expired - Lifetime EP0627531B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP8890294A JPH0754454A (ja) 1993-05-06 1994-04-26 建築要素用支持要素
CA002122984A CA2122984A1 (fr) 1993-05-06 1994-05-05 Element porteur pour element de construction

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
EP93107322 1993-05-06
EP93107322 1993-05-06
DE4319632 1993-06-15
DE4319632A DE4319632A1 (de) 1993-05-06 1993-06-15 Auflagerelement für Bauelemente

Publications (2)

Publication Number Publication Date
EP0627531A1 EP0627531A1 (fr) 1994-12-07
EP0627531B1 true EP0627531B1 (fr) 1996-01-10

Family

ID=25926749

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93113052A Expired - Lifetime EP0627531B1 (fr) 1993-05-06 1993-08-14 Elément de support pour éléments de construction

Country Status (5)

Country Link
EP (1) EP0627531B1 (fr)
AT (1) ATE132931T1 (fr)
DE (2) DE4319632A1 (fr)
DK (1) DK0627531T3 (fr)
ES (1) ES2085083T3 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19501625C1 (de) * 1995-01-20 1996-07-25 Bohle Gmbh Ernst Auflagerelement zur Entkopplung von Körperschallschwingungen in Gebäuden sowie Verfahren zur Durchführung der Entkopplung mit Auflagerelementen
DE29504707U1 (de) * 1995-03-24 1995-05-04 Schöck Bauteile GmbH, 76534 Baden-Baden Fugenplatte
DE19513664A1 (de) * 1995-04-08 1996-10-10 Schoeck Bauteile Gmbh Dämmelement zur schalldämmenden Lagerung von Gebäudeteilen
DE29518239U1 (de) 1995-11-17 1996-04-04 Wachsmann, Ewald, 45964 Gladbeck Auflagerelement für Gebäudeteile
DE29600351U1 (de) * 1996-01-12 1996-09-19 Bracht und Strauch Bautechnik, 42289 Wuppertal Trittschalldämmendes Lagerelement für vertikal abzustützende Bauteile
DE19758269A1 (de) * 1997-12-31 1999-07-01 Schoeck Bauteile Gmbh Vorrichtung zur Bildung von Decken- und/oder Wandanschlüssen
US9534382B2 (en) 2014-07-16 2017-01-03 Certainteed Canada, Inc. Lighting assembly

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2552261A1 (de) * 1975-11-21 1977-06-02 Habelt Wilhelm Auflager fuer stahlbetondecken
DE2907267C2 (de) * 1979-02-24 1985-03-07 Stadtsparkasse Gladbeck i.W., 4390 Gladbeck Vorgefertigtes Deckenauflagerelement

Also Published As

Publication number Publication date
DK0627531T3 (da) 1996-06-03
ATE132931T1 (de) 1996-01-15
DE4319632A1 (de) 1994-11-10
DE59301415D1 (de) 1996-02-22
EP0627531A1 (fr) 1994-12-07
ES2085083T3 (es) 1996-05-16

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