EP0206146B1 - Sous-structure pour revêtements de bâtiments - Google Patents

Sous-structure pour revêtements de bâtiments Download PDF

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Publication number
EP0206146B1
EP0206146B1 EP86108030A EP86108030A EP0206146B1 EP 0206146 B1 EP0206146 B1 EP 0206146B1 EP 86108030 A EP86108030 A EP 86108030A EP 86108030 A EP86108030 A EP 86108030A EP 0206146 B1 EP0206146 B1 EP 0206146B1
Authority
EP
European Patent Office
Prior art keywords
rails
attaching means
rail
sectional
cross
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
Application number
EP86108030A
Other languages
German (de)
English (en)
Other versions
EP0206146A3 (en
EP0206146A2 (fr
Inventor
Werner Brinsa
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.)
Hunter Douglas Industries BV
Original Assignee
Hunter Douglas Industries BV
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 Hunter Douglas Industries BV filed Critical Hunter Douglas Industries BV
Priority to AT86108030T priority Critical patent/ATE41461T1/de
Publication of EP0206146A2 publication Critical patent/EP0206146A2/fr
Publication of EP0206146A3 publication Critical patent/EP0206146A3/de
Application granted granted Critical
Publication of EP0206146B1 publication Critical patent/EP0206146B1/fr
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/06Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
    • E04B9/12Connections between non-parallel members of the supporting construction
    • E04B9/16Connections between non-parallel members of the supporting construction the members lying in different planes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/18Means for suspending the supporting construction
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/22Connection of slabs, panels, sheets or the like to the supporting construction
    • E04B9/24Connection of slabs, panels, sheets or the like to the supporting construction with the slabs, panels, sheets or the like positioned on the upperside of, or held against the underside of the horizontal flanges of the supporting construction or accessory means connected thereto
    • E04B9/26Connection of slabs, panels, sheets or the like to the supporting construction with the slabs, panels, sheets or the like positioned on the upperside of, or held against the underside of the horizontal flanges of the supporting construction or accessory means connected thereto by means of snap action of elastically deformable elements held against the underside of the supporting construction

Definitions

  • the invention relates to a substructure for a panel to be fastened to a cladding, z. B. a suspended false ceiling, made of cladding panels, with longitudinal and cross beams crossing each other and connected by cross connections, which are arranged at a distance from each other and are each designed as cross-sectionally identical or almost identical profile rails, the upper profile rails for the Connect to the structure and to hold the lower rails and the lower rails to hold the cladding panels.
  • Such a substructure is known for hanging suspended ceilings from window cassettes from DE-A-2 242 658.
  • the profile rails designed as clamping profile rails each have a hammer-head-like or similar outline on their cross-sectional ends opposite the clamping legs.
  • the cross connections are formed in one piece in a U-shape with legs of different lengths, the long legs in the upper area each having two knobs punched out in opposite directions, which rest like barbs on the clamping legs of the associated upper clamping profile rail, and the associated lower clamping profile rail in a shape corresponding to their outline Recess is held, which runs over the two legs and the web of the cross connection.
  • the cross connection has a relatively complicated shape.
  • the cross connections consist of brackets which, with their legs, pass through the upper profile rails over their entire height and, with leg ends protruding from the top of the upper profile rail, grip around the lower profile rail.
  • the building connections consist of different fastening angles, which have to be pushed onto the upper profile rail.
  • the longitudinal and cross members of a substructure for suspended suspended ceilings consist of profile rails which are open at the top and essentially U-shaped in cross section, the legs of which point upward and are bent downward at their upper edges.
  • the cross connections consist of two structurally identical connecting elements, which in the installed state engage under the bent edges of the profile legs of the lower profile rails and are hooked with their upper end to the profile legs of the upper profile rails.
  • the building connections consist of hangers, which with their lower ends engage under the bent edges of the upstanding leg profiles of the upper profile rails.
  • the object of the present invention is to develop a substructure of the generic type in such a way that its assembly and disassembly is facilitated and few simple, safe components to be installed are used with great stability.
  • brackets and fasteners that the brackets are designed so that that they either encompass an upper profile rail or a lower profile rail, that each clamp is to be connected to each of the various fastening means, that at least one type of fastening means is shaped so that the respective fastening means can be attached to an upper fastening rail and that at least a second type of fastener is designed such that the further fastener can be fastened to the structure.
  • the fastening means can also be completely or largely identical to one another, so that the cross connections and structural connections are relatively simple simple and safe installation with little manufacturing effort is possible.
  • the cross connections and building connections are each in two parts for this purpose.
  • the cross connections can simply be attached to the upper profile rail at the point where they are required, so that a longitudinal displacement over longer distances and in particular threading over the profile length is not necessary. They preferably overlap the profile rails on their upper side in a form-fitting manner. This also prevents unwanted twisting and loosening of their anchoring with the profile rails.
  • the cross connections Due to the fact that the cross connections fit over the profile rails preferably with minimum tolerance, the cross connections have a perfect fit on the spot.
  • the cross connections are clamped self-locking.
  • the clamping rails can simply be pressed or clipped into the brackets, so that here too it is not necessary to move them over longer distances in the longitudinal direction of the profile in order to place the brackets in the correct place. This also considerably simplifies assembly and shortens assembly time.
  • the brackets have two, the upper profile rail or the lower profile rail each for itself, preferably clamping, overlapping, laterally elastically evasive when inserting the respective profile rail and when fully received in the bracket, the respective profile rail, z. B. at their lower edges, under-reaching legs.
  • each clip can be releasably connected to each of the fastening means, the clips can each be used optionally for one or the other fastening means.
  • the fasteners preferably have a single slot or multiple parallel slots and the clip consists of a central web with two legs with free ends and is shaped such that at least one of the legs for connection to the fastener is through a slot is feasible that the central web of the clip is supported on the fastener next to the slot.
  • the respective clip only needs to be hooked into the corresponding slot or slots from above, without the clip needing to be attached to the fastening means in this case if the substructure is used, for example, for a suspended ceiling and no lateral forces act on the clamp.
  • the cross connections preferably have an angle, one leg of which has a bend corresponding to the shape of the upper side of the upper profile rail and spanning it, and the other leg, which is essentially horizontal in the installed state, has the slot or slots. It is a simple component that can be produced from flat material.
  • the fastening means of the structural connections can have at least one flat and one angled fastening means, the flat fastening means and the leg of the angled fastening means, which is essentially horizontal in the installed state, having the slot or the slots .
  • the respective clamp is to be permanently connected to the respective fastening means, which is expedient if transverse forces are also to be absorbed, this can be done, for example, by upsetting the punch fastening and / or by spot welding to create a non-positively connected mounting element.
  • the assembly is simplified if the slot or slots run essentially parallel to the side edges of the one leg - which is essentially horizontal in the installed state - of the angled fastening means or the flat fastening means and parallel to one another, since this inevitably leads to the correct alignment of the profile rails to each other.
  • the necessary support is advantageously obtained in that the clamp engages over the material area of the horizontal leg of the angled fastening means or the flat fastening means located between the slots with the, preferably essentially flat, central web.
  • a temporary fixing of the brackets to the respective fastening means can take place according to a further proposal of the invention in that, on the outer edges of the slots over the central web of the clip inserted into the slots, flexible flaps are provided, preferably are integrally formed with the horizontal leg of the angled fastener or with the flat fastener. This means that the rags can simply be left standing when the slots are punched out will.
  • the legs of the brackets have at least one inward-pointing bend, preferably two inward-facing bends for gripping under the clamped profile rails, preferably at their lower edges or have.
  • the flat fastening means and / or the leg of the angled fastening means of the structural connections which is essentially vertical in the installed state, preferably has holes and / or slots for the passage of fastening elements, such as screws, nails, hangers or the like.
  • the clips can be used to fulfill their purpose, in particular from resilient material, eg. B. spring steel exist.
  • the angled fastening means of the cross connections and the building connections as well as the flat fastening means of the building connection are preferably punched and / or formed from flat material.
  • the upper and / or lower rails are designed as clamping rails by having an upper substantially flat connecting web and on its opposite edges two obliquely downwardly angled profile legs, which in turn to form itself mutually supporting clamping and support shoulders for the holding means of the edges of the trim panels are angled. If such a clamping profile rail is clipped into one of the clamps of the type described above, which initially has essentially parallel legs, the legs of the clamps adapt to the incline of the profile legs of the clamping profile rails by spreading outwards and exert a clamping effect on the profile legs and thus on the mutually supported clamping and support shoulders, which thus contribute to an even more secure mounting of the cladding panels.
  • the brackets not only perform a holding function for the clamping profile rails, but also additionally improve their clamping effect. It can then be advantageous to place individual brackets that are already present between the crossing points of the lower clamping profile rails if an additional clamping function is to be generated there.
  • the substructure according to FIG. 1 is intended for a suspended ceiling made of cladding panels (not shown) hanging on a building ceiling to be clad.
  • the substructure has longitudinal beams 2 and cross beams 3 which cross over one another and are connected to one another at their crossing points by means of cross connections 1.
  • the longitudinal and transverse beams 2, 3 are each suspended at a distance from one another below the building ceiling to be clad.
  • the longitudinal and transverse beams 2, 3 are designed as at least externally identical or almost identical profile rails O (upper profile rails) and U (lower profile rails), as are known per se.
  • the rails C and U are designed as clamping rails and each have an upper substantially flat connecting web 23 and on its opposite longitudinal edges two obliquely downwardly angled profile legs 24, which in turn to form mutually supported clamping and support shoulders 25 for the Retaining means of the edges of the cladding panels are angled twice.
  • the cladding panels with their bent edges equipped with holding means, can be clamped into the lower profile rails U from below; Accordingly, the distances between the lower rails U are chosen from each other.
  • the upper profile rails 0 are used to connect to the building, that is, in the case shown, the building ceiling and - via the cross connections 1 - to hold the lower profile rails U and the lower profile rails U serve to hold the cladding panels.
  • the cross connections 1 have an angled fastening means 4 and a clamp 5.
  • the one upward-pointing leg 6 of the angle 4 has an angled to the shape of the top of the upper rail 0 7.
  • the upper form of angled 7 and profiled rail 0, which fits with minimal tolerance, enables a secure fit with precise alignment of the successive intersection points by the Longitudinal displacement of the cross connections 1.
  • essentially horizontal - leg 8 of the angle 4 means for hanging the bracket 5 in the form of two mutually parallel and to the side edges of the angle 4 slots 10 are provided, which between them include a region of material 11, as best seen in Fig. 2a.
  • the slots 10 are at a distance from one another which correspond approximately to the distance between the legs 9 of the bracket 5, which points downward in the installed state, so that the bracket 5 can be hung into the slots 10 from above in the case of legs 9 which are essentially parallel in the initial state, until the essentially flat central web 12 connecting the legs 9 comes to rest on the material area 11 and is supported there.
  • tabs 16 according to FIG. 1 can be bent inwards in order to partially overlap the central web 12 of the clamp 5 and hold it on the material area 11.
  • the tabs 16 initially protrude upward from the outer edges 15 of the slots 10, as can be seen from FIG. 2a, and are formed in one piece with the horizontal leg 8.
  • the two legs 9 of the clamp 5 grip the respective lower profile rail U and increase their clamping force.
  • the legs 9 engage with the lower edges 14 of the respective lower profile rail U, with bends 13 provided at their lower ends, so that the latter is carried by the clamp 5. Due to this configuration, the cross connections 1 including the brackets 5 can first be attached to the upper rail 0 at the required intervals, after which the lower rail U is clipped into the brackets 5 of the cross joints 1 from below.
  • the means for hanging the substructure with its side members 2 and cross members 3, which engage the upper rails 0, consist of a bracket 17 which is of the same shape as the first bracket 5 and which, since the upper rails 0 and the lower rails U in any case have the same shape on the outside or are almost identical in shape, consequently it can also be clamped onto the upper profile rails 0 and holds a flat fastening means 18 or an angled fastening means 19 on the respective upper profile rail 0.
  • Fig. 1 shows how such an angled fastener 19 can be clipped onto the upper rail 0, whereby the leg 21 protrudes from the upper rail 0 substantially vertically upwards and has holes or slots 22 for fastening elements such as screws 26 for Can be attached to a vertical wall or to hang a hanger.
  • a flat fastening means 18 can also be provided, which is, for example, essentially the same shape as the horizontal leg 8 of the angle 4 of the cross connection 1 or the horizontal leg 20 of the angled fastening means 19, apart from additional holes or slots 22.
  • the flat fastening means 18 can also have the simplified shape according to FIG. 4 a, in which only one slot 10 is provided for the passage of one leg 9 of the clamp 17, while the other leg 9 rests on the adjacent outer edge of the flat fastening means 18 and the the flat central web 12 connecting the legs 9 comes to lie in a recessed material region 27 between the slot 10 and the adjacent edge, so that the upper side of the central web 12 is flush with the upper side of the flat fastening means 18, as can be seen in FIG.
  • the hole 22 provided in the area next to the slot 10 of the flat fastening means 18 serves to receive a hanger from the horizontal building ceiling, another fastening element for direct fastening to the building ceiling or for direct fastening of the substructure to a wall to form vertical wall claddings.
  • the essential parts of the substructure according to the invention can consist of sheet metal and can be punched or formed therefrom. Since the side members 2 and cross members 3 are designed as identical clamping profile rails 0, U, both identical cross brackets 5 and 17 are used both for the cross connections 1 and for the fixing of the flat and angled fastening means 18, 19 by clipping onto the upper profile rails 0 and Finally, the horizontal legs 8 and 20 and possibly also the flat fastening means 18 can have the same shape, a very efficient manufacture of the substructure is possible. In addition, the assembly and disassembly is significantly facilitated by the fact that the cross connections 1 and the suspension means do not have to be pushed over substantial partial lengths of the side members 2 or cross members 3, but are clipped on-site can. Since the installation time is an essential factor for the costs of such suspended ceilings or wall coverings, this can be made available more economically overall.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
  • Artificial Filaments (AREA)
  • Woven Fabrics (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (9)

1. Infrastructure pour un revêtement en panneaux de revêtement à fixer sur une construction à recouvrir, par exemple un sous-plafond suspendu, avec des longerons longitudinaux et transversaux (2, 3) continus se croisant les uns au-dessus des autres et reliés par une liaison croisée (1), qui sont disposés les uns sous les autres respectivement à distance les uns des autres et sont formés de rails profilés (0, U) dans tous les cas de même forme ou sensiblement de même forme extérieurement en section transversale, les rails profilés supérieurs (0) servant pour la liaison avec la construction et pour le support des rails profilés inférieurs (U), et les rails profilés inférieurs (U) servant au support des panneaux de revêtement, caractérisée par le fait qu'un système de liaison constitué d'une pluralité de pinces (5, 17) et d'organes de fixation (4, 18, 19) est prévu pour les liaisons croisées (1) entre les raits'profitës supérieurs et inférieurs (0, U) et les liaisons à la construction (17, 18, 19) des rails profilés supérieurs (O), que les pinces (5, 17) sont formées de telle manière qu'elles entourent au choix un rail profilé supérieur (0) ou un rail profilé inférieur (U) en le tenant chacun séparément, que chaque pince (5, 17) peut être reliée à chacun des divers organes de fixation (4, 18, 19), qu'au moins une sorte d'organes de fixation (4) est formée de telle manière que l'organe de fixation (4) respectif peut être suspendu à un rail profilé supérieur (0) en le chevauchant et qu'au moins une deuxième sorte d'organes de fixation (18, 19) est formée de telle manière que l'autre organe de fixation (18, 19) respectif peut être fixé à la construction.
2. Infrastructure selon la revendication 1, caractérisée par le fait que les pinces (5, 17) présentent deux branches (9) chevauchant le rail profilé supérieur (O) ou le rail profilé inférieur (U) respectivement pour elle, avantageusement en serrant, qui s'écartent élastiquement latéralement, lors de l'introduction des rails profilés respectifs (0, U), et qui saisissent par-dessous le rail profilé respectif (0, U), par exemple sur ses bords inférieurs (14), lors de la réception complète dans les pinces (5, 17).
3. Infrastructure selon la revendication 1 ou 2, caractérisée par le fait que chaque pince (5, 17) peut être reliée de manière démontable à chacun des organes de fixation (4, 18, 19).
4. Infrastructure selon l'une des revendications 1 à 3, caractérisée par le fait que, pour la liaison avec une pince (5, 17), les organes de fixation (4, 18, 19) présentent une rainure unique (10) ou plusieurs rainures parallèles (10) et les pinces (5, 17) sont constituées d'une traverse médiane (12) avec deux branches (9) à extrémités libres et sont formées de telle manière qu'au moins une des branches (9) peut être guidée, pour la liaison avec l'organe de fixation (4, 18, 19), à travers une rainure (10) de telle manière que la traverse médiane (12) de la pince (5, 17) s'appuie sur l'organe de fixation (4, 18, 19) à côté de la rainure (10).
5. [Infrastructure selon l'une des revendications 1 à 4, caractérisée par le fait que les organes de fixation (4) des liaisons croisées (1) présentent un angle dont l'une des branches (6) présente une inclinaison correspondant à la forme de la face supérieure du rail profilé supérieur (0) et chevauchant celui-ci et dont l'autre branche (8) - sensiblement horizontale en position montée - présente la rainure (10) ou les rainures (10).
6. Infrastructure selon l'une des revendications 1 à 5, caractérisée par le fait que les organes de fixation (18, 19) des liaisons à la construction (17, 18, 19) présentent au moins un moyen de fixation (18, 19) plat et un angulaire, le moyen de fixation plat (18) et la branche (20) du moyen de fixation angulaire (19) - sensiblement horizontale en position montée - présentant la fente (10) ou les fentes (10).
7. Infrastructure selon l'une des revendications 1 à 6, caractérisée par le fait que la pince (5, 17) est reliée à force à l'organe de fixation (4, 18, 19) respectif pour former un élément de montage, par exemple par fixation par matriçage à écrasement et/ou par soudure par points.
8. Infrastructure selon l'une des revendications 4 à 7, caractérisée par le fait que des agrafes (16) repliables au-dessus de la traverse médiane (12) des pinces (5, 17) logées dans la rainure (10) sont prévues sur les bords extérieurs (15) de la fente (10), avantageusement formées d'une seule pièce avec la branche horizontale (8, 20).
9. Infrastructure selon l'une des revendications 1 à 8, caractérisée par le fait que les rails profilés (0, U) présentent au choix une traverse de liaison supérieure (23) sensiblement plane et, sur ses bords opposés, deux branches profilées (24) inclinées vers le bas vers l'extérieur, qui sont de leur côté inclinées vers l'intérieur pour former des épaulements de pincement et d'appui (25) s'appuyant l'un sur l'autre pour le moyen de support des bords du panneau de revêtement.
EP86108030A 1985-06-26 1986-06-12 Sous-structure pour revêtements de bâtiments Expired EP0206146B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86108030T ATE41461T1 (de) 1985-06-26 1986-06-12 Uenterkonstruktion fuer bauwerksverkleidungen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3522803 1985-06-26
DE3522803 1985-06-26

Publications (3)

Publication Number Publication Date
EP0206146A2 EP0206146A2 (fr) 1986-12-30
EP0206146A3 EP0206146A3 (en) 1987-09-23
EP0206146B1 true EP0206146B1 (fr) 1989-03-15

Family

ID=6274208

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86108030A Expired EP0206146B1 (fr) 1985-06-26 1986-06-12 Sous-structure pour revêtements de bâtiments

Country Status (5)

Country Link
US (1) US4726165A (fr)
EP (1) EP0206146B1 (fr)
AT (1) ATE41461T1 (fr)
DK (1) DK160157C (fr)
ES (1) ES2000119A6 (fr)

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CN102359219A (zh) * 2011-10-28 2012-02-22 湖州民普厨卫科技有限公司 一种吊顶龙骨连接结构及其连接方法
DE202013100161U1 (de) * 2013-01-11 2013-02-25 Knauf Gips Kg Trockenbaudecke/-wand
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CA2875556C (fr) 2013-12-23 2022-07-12 Cooper Technologies Company Ecrou de fixation pour armature de profile
CA2890064C (fr) 2014-04-30 2022-08-16 Cooper Technologies Company Systeme de support a trapeze comprenant un raccord a blocage par pivotement
CA2889176C (fr) 2014-04-30 2022-08-16 Cooper Technologies Company Systeme de support a trapeze comportant une fixation de support a trapeze
CA2889168C (fr) 2014-05-02 2022-09-20 Cooper Technologies Company Mecanisme de jambe de force et raccord de jambe de force associe
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US10100861B2 (en) 2014-11-14 2018-10-16 Cooper Technologies Company Beam clamp for strut channel
US9347213B1 (en) 2014-11-14 2016-05-24 Cooper Technologies Company Fitting for channel framing
US9982695B2 (en) 2014-11-14 2018-05-29 Cooper Technologies Company Fitting for strut channel
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DE2652481A1 (de) * 1976-11-18 1978-05-24 Joachim Seiffert Abhaengeelement fuer ein traggerippe zur halterung von zwischendeckenelementen
DE2814095C3 (de) * 1978-04-01 1982-12-09 Fa. Helmut Stangel u. Rainer Wichert Decken- und Akustikbau, 5800 Hagen Verbinder für zwei sich kreuzende, übereinanderliegende Schienen
DE3049346A1 (de) * 1980-12-29 1982-07-29 Wilhelm Bögle KG, 7410 Reutlingen Tragkonstruktion fuer unterdecken
GB2152090A (en) * 1983-12-22 1985-07-31 Special Acoustic Sevices Limit Hanger for suspended ceiling
US4610562A (en) * 1985-08-29 1986-09-09 Chicago Metallic Corporation Perimeter clip

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DE2242658A1 (de) * 1972-08-30 1974-03-07 Hans Julius Schmitt Unterkonstruktion fuer abgehaengte unterdecken aus fensterkassetten

Also Published As

Publication number Publication date
EP0206146A3 (en) 1987-09-23
DK303486D0 (da) 1986-06-26
ES2000119A6 (es) 1987-12-16
DK303486A (da) 1986-12-27
EP0206146A2 (fr) 1986-12-30
DK160157B (da) 1991-02-04
DK160157C (da) 1991-07-15
US4726165A (en) 1988-02-23
ATE41461T1 (de) 1989-04-15

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