EP0606557B1 - Balustrade à fixer sur des parois latérales - Google Patents

Balustrade à fixer sur des parois latérales Download PDF

Info

Publication number
EP0606557B1
EP0606557B1 EP93118628A EP93118628A EP0606557B1 EP 0606557 B1 EP0606557 B1 EP 0606557B1 EP 93118628 A EP93118628 A EP 93118628A EP 93118628 A EP93118628 A EP 93118628A EP 0606557 B1 EP0606557 B1 EP 0606557B1
Authority
EP
European Patent Office
Prior art keywords
railing
railing according
profile
spar
fixing
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
EP93118628A
Other languages
German (de)
English (en)
Other versions
EP0606557B2 (fr
EP0606557A1 (fr
Inventor
Ekkehard Hoffmann
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.)
SKS STAKUSIT KUNSTSTOFF GmbH and Co KG
Original Assignee
SKS STAKUSIT KUNSTSTOFF GmbH and Co KG
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6478197&utm_source=***_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0606557(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by SKS STAKUSIT KUNSTSTOFF GmbH and Co KG filed Critical SKS STAKUSIT KUNSTSTOFF GmbH and Co KG
Publication of EP0606557A1 publication Critical patent/EP0606557A1/fr
Application granted granted Critical
Publication of EP0606557B1 publication Critical patent/EP0606557B1/fr
Publication of EP0606557B2 publication Critical patent/EP0606557B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18—Balustrades; Handrails
    • E04F11/181—Balustrades
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18—Balustrades; Handrails
    • E04F11/181—Balustrades
    • E04F11/1812—Details of anchoring to the wall or floor

Definitions

  • the present invention relates to a railing for attachment to side boundary walls, for example the cheeks of a loggia or a balcony, with fastening supports which are fixedly attached to the side boundary walls and have a receptacle for a cross member extending between the fastening supports attached to the spaced boundary walls.
  • Such a railing is known in the prior art.
  • the well-known railing is used, among other things, for the renovation of balconies, such as those found on buildings made in a very simple panel construction.
  • balcony railings are usually attached to the balcony slab itself, either from the top (US-A-2 654 579), from the front or, in preferred variants, from the underside of the slabs (DE-A-37 02 128.1).
  • balconies especially in relatively simple manufactured apartment buildings in panel construction, where on the one hand the quality of the concrete leaves something to be desired, and on the other hand the thickness of the cantilever panels (ie the panels that form the balcony floor) is too low as that if the railing were exclusively attached to this plate, the applicable safety standards would have to be met.
  • the balconies have often been made as loggias, i.e. they also have side walls, so-called cheeks, and are also covered if there is another balcony above.
  • the crossbeam consists of a frame made of steel profiles with at least two spars and with struts that are welded together to form a solid construction, the two spars lying one above the other being each attached to side mounting brackets (GB-C -1 420 410).
  • Solid concrete slabs or other more or less heavy cladding slabs can then in turn be mounted on this frame construction, which on the whole also correspond to the conventional concrete slabs which served as parapets or cladding for such slab constructions.
  • the present invention is based on the object of creating a railing construction which is lighter, quicker and easier to assemble and, if possible, also offers price advantages.
  • this object is achieved in that only a cross member is provided as the supporting element, which extends in the form of a spar in the upper region of the railing between the fastening supports.
  • the spar is essentially designed as a rectangular profile that is open at the top.
  • the rectangular profile that is open at the top combines sufficient stability with a variety of uses for other purposes (water channel, holder for additional elements, etc.
  • this load-bearing spar is designed simultaneously as a handrail and / or a flower box.
  • Balcony railings are very often provided with flower boxes, whereby the massive concrete slabs, which were originally intended as balcony parapets during construction, often contained integrated flower boxes.
  • the upper spar provided according to the invention proves to be a flower box and with simultaneous integrated training / or handrail as particularly advantageous.
  • the spar is a profile part, which is preferably produced as an aluminum extrusion.
  • profile parts can be comparatively inexpensive to manufacture in largely any lengths and large numbers and only need a suitable length for the intended purpose to be cut off and can then be assembled immediately without further complex processing, in contrast to the relatively complex frame manufacture of the known construction.
  • the maximum length that is usually required for known prefabricated buildings is about 6 m.
  • slots which are open at the bottom in at least one of the upper and lower corner regions of the profile are provided for receiving a cover plate or for receiving cladding elements.
  • Corresponding slots are preferably to be provided on all four corner areas so that the cladding elements can optionally be arranged as desired on the profile spar.
  • the two free ends of the legs of the rectangular profile which is open at the top can in turn be designed as preferably closed hollow profiles and thus additionally contribute to the stability and bending strength of the profile spar. It is advisable to design the inner end of the rectangular profile in the form of a hollow profile so that it can serve as a handrail or handle, although one is not limited to the known round tubular shape of handrails on tubular steel railings etc.
  • holding elements for cladding can be mounted hanging on the spar.
  • the description as "hanging on the spar” does not mean that these holding elements could not also be fastened to the base plate or cantilever plate of the balcony or the like, but is only intended to express that no holding loads worth mentioning are supported by such holding elements from the spar and above all, no bending moments are introduced downwards into a cantilever plate or the like and that in particular the assembly is carried out in such a way that the spar is not supported on the cantilever plate via these holding elements and only slightly when loaded.
  • These holding elements are preferably designed as vertical posts or rods and can be fastened with their lower ends to the base plate, preferably to the end face or also to the underside thereof.
  • These holding elements can also be in several parts and, for example, have a head part, for example on the underside of the spar can be fastened and has a hollow pin which extends vertically downward from the head part.
  • the head part is a plate with fastening holes and also preferably has a through hole, which is encompassed by the attached hollow pin.
  • a through hole is also made at the appropriate place so that it can serve from the water drain hole.
  • a suitable post at least formed as a tube, is slipped onto the hollow pin, the lower end of which can then be fastened to the balcony slab in a manner known per se, but without this post introducing significant supporting loads into the balcony slab.
  • cladding elements For the fastening of cladding elements, at least two such holding elements or posts are mounted hanging from the spar, and in addition longitudinal strips can connect a number of such posts to one another, and finally cladding elements in the form of cover plates or the like can be fastened to them by screws.
  • Such cladding elements or cover plates are expediently inserted into one of the downwardly open slots of the rectangular profile, from which the supporting beam is made. It goes without saying that the cladding elements are suitably dimensioned for the slots or vice versa, the slots are adapted to suitable cladding elements.
  • the fastening supports to be attached laterally to the cheeks or boundary walls consist of a plate part to be fastened to the cheeks, which carries at its front end a laterally extending, box-shaped extension, the internal dimensions of this box-shaped extension preferably reflecting the outer dimensions of the Rectangular profile trained spars are adapted so that one end of the spar can be accommodated in this box-shaped approach.
  • the depth of such a box-shaped extension, preferably open at the top, and the length of the spar are dimensioned such that the spar has sufficient space for thermal expansion or contraction and is always held securely in the box-shaped extension.
  • the end faces of a spar designed as a hollow profile are preferably closed by plastic plates or the like.
  • the plate part of the mounting bracket has mounting holes for the passage of mounting bolts, the mounting holes preferably having a significantly larger diameter than the mounting bolts and the seat for a head of the mounting bolts is correspondingly larger than the head diameter.
  • the holes can also be one have an elongated or elliptical cross-section.
  • FIG. 1 one can see a right mounting bracket 1 and a left mounting bracket 1 'as well as a profile bar 10 which extends between the two mounting brackets 1, 1' and is shown shortened by an interruption cut.
  • the mounting brackets can be steel or aluminum plates, which are at their front ends wear an inward-facing, box-shaped extension 2, the shape and dimensions of which are matched to the outer spar profile, which need not necessarily be rectangular.
  • Each of the fastening supports 1, 1 ' has, in the example shown 3, fastening bores designed as longitudinal holes, it being understood that two or more rows of such fastening holes can also be arranged one above the other in the fastening supports, and in addition at least that in Area of the box-shaped extension 2 located mounting hole can optionally be closed by a plastic plug or the like.
  • the lower corner areas of the box section 10 have two slots 18, 19 which are open at the bottom, the box-shaped extension 2 in this area each having two blocks 8, 9, which fit into the slots 18, 19 when the ends of the spar profile 10 are inserted or inserted into this box-shaped extension (see also FIG. 8).
  • the open ends of the profile spar 10 are preferably closed by suitably prepared plastic plates.
  • the spar profile 10 itself can easily serve as a flower box, but can alternatively also accommodate flower boxes 23 to be used separately.
  • the profile of the spar 10 can be roughly described as a rectangle open at the top, with a bottom wall 11, an outer wall 12 and an inner wall 13.
  • the corner regions of this rectangular profile are each designed somewhat more elaborately with the formation of slots 16, 17, 18, 19 which are open at the bottom than with a simple rectangular profile.
  • the bottom side or bottom wall 11 is stepped or cranked in the transition region to the outer wall 12 and the inner wall 13, while the outer and inner walls 12 and 13 are each extended downward beyond the connection of the bottom wall 11, so that between the stepped Sections of the bottom wall and the extensions of the outer and inner walls 12, 13 each form the slots 18 and 19, respectively.
  • the lower free end of the outer or inner wall 12, 13 is angled in addition to the interior of the slot and can be pressed onto or into a cladding panel or the like in order to keep the cladding tight and sealed.
  • the upper free ends of the outer wall 12 and also the inner wall 13 are each angled away from the inside of the profile and also provided with additional hollow profiles 14, 15, the inner hollow profile 15 being so large and wide that it can serve as a handrail while that externally attached, closed hollow profile 14 is formed on the free end of the angled outer wall 12 such that both a downwardly open slot 16 immediately outside the outer wall 12 and above the angled section of the outer wall 12 a slot 21 open to the profile interior is obtained , which is formed by a somewhat inwardly projecting part of the closed hollow profile 14.
  • the handrail profile 15 also forms an inwardly projecting part with the formation of a slot 22 which is open towards the inside of the profile, together with the outwardly angled section of the inner wall 13 downwardly open slot 17 for receiving a cladding panel or the like is formed by a short vertical extension on the handrail profile 15 parallel to the inner wall 13 of the profile spar 10.
  • the slot 22 is somewhat deeper than the slot 21 and the width of a cover plate 20 to be inserted is less than the clear distance between the bottom of both slots 21, 22 minus the depth of the slot 21. In this way it is possible to cover plate 20 e.g. to the bottom or near the bottom of the slot 22 so that the opposite end is moved out of the slot 21 and can be folded up.
  • the slot 21 is expediently designed asymmetrically so that the cover plate 20, even if it is already free upwards, still rests on the outwardly angled end of the outer wall 2. As soon as the cover plate 20 is tilted upwards out of the slot 21 and its end lies above the closed hollow profile 14, it can be pulled outwards out of the slot 22 and removed from the profile bar 10.
  • the handrail profile 15, like the opposite closed profile 14, can also be designed so that it projects less towards the interior of the rail, so that when the cover plate 20 is inserted, it can be placed directly on the angled end section of the inner wall 13.
  • Figure 4 shows a multi-part holding element for cladding panels 6, which can optionally be mounted hanging on the bottom wall 11 of the profile spar 10.
  • the holding element consists on the one hand of a head part 30, which in turn consists of a head plate 31 with mounting holes 32 and a through hole 33, to which a hollow pin 34 connects so that it engages around the through hole 33.
  • the hollow pin 34 is designed such that a vertical holding tube 4 can be fitted onto the hollow pin 34, the attached tube or post 4 being fastened to the pin 34 by means known per se, such as bolts, split pins, screws and the like can be.
  • FIG. 5 shows a vertical section through a balcony railing in front of a holding element, the holding element or the tube 4 of the same and a locking plate 6 being shown shortened by an interruption.
  • the profile spar 10 corresponds completely to the profile spar shown in FIG. 2, on the bottom wall 11 of which the head part 30 or the head plate 31 is fastened or screwed by means of screws (not shown).
  • the head part 30 is expediently only attached during the assembly of the bar 10 on the balcony, i.e. after the profile bar 10 has been cut to an appropriate length and after the position of the holding elements 4, 30 on the bar 10 which has been suitably cut to length is fixed.
  • Corresponding fastening bores with thread or for the penetration of fastening bolts can also be made in the base wall 11 of the profile 10 as part of preparatory work if the profile is cut to its final dimension or at least the position of corresponding cuts and also the position of the head part 30 is fixed.
  • a drain hole can also be punched out, drilled or cut from the bottom wall 11, which coincides with the through opening 33 of the head plate 31.
  • the head part 30 is attached to the bottom wall 11 of the profile spar 10 in such a way that the rear end face 31a of the head plate 31 with the inside Side of the slot 18 is approximately aligned.
  • the head plate 31 can also be shifted somewhat in this direction, so that it is in particular also possible by pressing the head plate 31 to press its end face 31a onto a covering plate 6 or another covering element and to press it against the opposite inner edge of the slot 18 and thus hold it there.
  • the extension tube 4 is plugged onto the hollow pin 34 and extends downward to a little above the bottom of a water channel 7 at the front edge of the balcony plate 40. Excess rain or irrigation water, which either gets directly into the open profile 10 or runs through floor openings in the flower box 23, can then through the opening in the bottom wall 11 of the spar 10, the opening 33, the hollow pin 34 and the attached pipe flow down into the water channel 7 and is preferably passed on from there into a downpipe.
  • the cladding panel 6, for example a building decor or fiber cement panel with a thickness between typically 6 and 10 mm, is inserted into the slot 18 from below and can optionally by moving and tightening the head plate 31 already more or less jammed in the slot 18. Furthermore, a through hole is then drilled along the axis 41 through the plate 6, a mounting strip 5, the tube 4, the mounting plate of the water channel 7 into the end face of the concrete plate 40, so that all parts through one in the concrete plate 40 or in one dowels used there screwed bolts together and held on the plate 40.
  • An edge mudguard 42 also covers the upper outer edge of the concrete slab 40 and also covers the free end of the fastening plate of the water channel 7, so that water flowing out of the surface of the concrete slab 40 is safely conducted into the water channel 7 without the plate 40 from the end face drench her.
  • the edge mudguard can also rest in the upper area on the end face of the balcony slab and only be stepped in the lower area in order to reach over the edge of the water channel.
  • a corresponding plastic cover, a paint or the like is usually provided on the upper side of the concrete slab 40, so that no water can penetrate under the edge protective plate 42.
  • the tube 4 and also the plate 6 have no supporting function for the profile spar 4, since the ends of the spar 4 are carried by the fastening supports 1, 1 'and the profile cross-section is calculated in this way that it alone can absorb the vertical loads that may occur during use and are prescribed by test conditions.
  • the posts 4 are omitted or such posts are attached to the inner wall 13 of the profile spar 10, it is also possible to insert cladding panels 6 or the like also on the inside of the spar 10, ie into the slots 19 or 17, as is the case, for example, in FIG. 5 is visible in perspective view from the outside of a balcony without additional holding elements 4, 5, 30 being provided on the outside.
  • the fastening supports 1, 1 ' are attached to the cheeks 50, 51 of the balcony or loggia in such a way that their front ends protrude approximately by the width of the profile spar 10 beyond the front edges of the cheeks 50, 51.
  • the spar 10 is inserted into the box-shaped lugs 2 of the fastening supports 1, 1 'in the manner already described above, the upper edges of the box-shaped lugs 2 engaging in the slots 16, 17 of the bar 10.
  • a cladding panel 6 the length of which corresponds to the clear distance between the box-shaped lugs 2, is inserted either into the slot 17 or into the slot 19 from below and fastened on the end face to the base plate 40 of the balcony by screws 41.
  • the lower edge of the plate 6 can also protrude into a water channel, which, however, is not shown in FIG. 6.
  • FIG. 7 an optical impression is obtained from three stacked balcony or loggia armatures that are constructed in accordance with the present invention.
  • FIG. 8 finally shows a perspective view with a section through a profile spar 10 in the area of one of the box-shaped lugs 2 of a mounting bracket 1.
  • the box-shaped lugs 2 have a depth of at least 20 and at most 100 mm, preferably between 30 and 60 mm.
  • it is cut to a length which is at least 10 mm smaller than the clear distance between the inner surfaces of the fastening supports 1, 1 ', but at the same time is at least 20 to 30 mm larger than the clear distance between the inner edges of the box-shaped lugs 2.
  • the profile spar 10 can be displaced in its longitudinal direction by at least 10 mm or can expand by at least 10 mm in the longitudinal direction, but not even when displaced towards one end can slip out of the opposite box girder, even if it shrinks in the longitudinal direction by up to 10 mm.
  • the mounting brackets can also embrace the balcony cheeks, and e.g. are in the form of a tuning fork, with a box-shaped extension 2 for receiving one end of a spar 10 each from adjacent balconies on each side of the fork shaft projecting beyond the front edge of the cheeks.
  • the bending strength of the spar according to the invention should at least correspond to that of a rectangular profile made of 4 mm thick aluminum and with an overall width of 150 mm and an overall height of 150 mm.
  • the aluminum profile shown as preferred has this wall thickness of 4 mm and the part of the same serving as a flower box has somewhat larger dimensions of approximately 150 to 160 mm in height and 190 mm in width, with the slots 18, 19 additionally being formed by the step formation in the lower ones Corner areas and especially the closed hollow profiles 14, 15 at the upper free ends of the rectangular profile cause additional stiffening and bending strength of the spar 10, so that it meets all requirements for the load bearing capacity of balustrades.
  • such a preferred aluminum spar weighs a maximum of about 70 kg (even only 9.5 kg / m in a prototype) so that it can either be trained by two people or with the help of a simple one Freight elevator, e.g. B. can be pulled up with the help of a rope hoist or with a pulley on the facade of a house.
  • the fiber cement panels or other panels for the cladding provided according to the invention have a relatively low weight, so that all components required for the assembly of the railing according to the invention are used on the facade of a house or through the stairwell or the elevator of the building without the use of lifting cranes or heavy goods lifts the balcony to be renovated can be brought.
  • Fiber cement boards with a thickness of 10 mm weigh about 18kg / m 2
  • building decor boards with a thickness of 8 mm weigh about 12 - 13 kg / m 2
  • the assembly and use of the railing according to the invention is not limited to the renovation of old buildings, particularly in prefabricated construction, but can also be used in a sensible manner on new buildings and for railings in general, that is to say not only on balconies or loggias.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Bridges Or Land Bridges (AREA)
  • Measuring Or Testing Involving Enzymes Or Micro-Organisms (AREA)

Claims (15)

  1. Rampe pour fixation à des murs de séparation latéraux (50, 51), par exemple aux joues d'un balcon ou d'une loggia, avec des poutres de fixation (1, 1'), qui sont rapportées à demeure aux murs de séparation latéraux (50, 51), et comportant un logement (2), destiné à une poutre transversale s'étendant entre des poutres de fixation (1, 1') rapportées aux murs de séparation (50, 51), qui sont à distance l'un de l'autre, caractérisée en ce qu'on prévoit, en tant qu'élément destiné à supporter des charges d'appui, exclusivement une poutre transversale qui, sous forme d'une traverse (10), s'étend dans la zone supérieure de la rampe, entre les poutres de fixation (1, 1').
  2. Rampe selon la revendication 1, caractérisée en ce que la traverse (10) forme le bord supérieur de la rampe, et est configurée comme une main courante et/ou un bac à fleurs.
  3. Rampe selon la revendication 1 ou 2, caractérisée en ce que la traverse est une pièce profilée, de préférence une pièce en aluminium extrudé.
  4. Rampe de balcon selon l'une des revendications 1 à 3, caractérisée en ce que la traverse (10) est essentiellement un profilé rectangulaire ouvert vers le haut.
  5. Rampe selon la revendication 4, caractérisée en ce que le profil rectangulaire comporte, au moins dans l'une de ses zones de coin, une fente (16, 17, 18, 19) ouverte vers le bas.
  6. Rampe selon la revendication 4 ou 5, caractérisée en ce qu'au moins l'une des zones de coin supérieures du profil rectangulaire comporte une fente (21, 22), ouverte vers l'intérieur, destinée à recevoir une plaque de couverture (20).
  7. Rampe selon l'une des revendications 4 à 6, caractérisée en ce que les extrémités libres du profil rectangulaire sont pour leur part conçues comme un profil creux fermé (14, 15).
  8. Rampe selon l'une des revendications 1 à 7, caractérisée en ce que des éléments d'arrêt (4, 5, 30) sont prévus pour des revêtements (6), de façon à pouvoir être montés en suspension contre la traverse (10).
  9. Rampe selon la revendication 8, caractérisée en ce que les éléments d'arrêt (4, 5, 30) comportent des poteaux (4) ou des barres (5), et que les extrémités inférieures des éléments d'arrêt (4, 5, 30) peuvent être fixées à l'aide d'une plaque de fond (40), de préférence sur leur face frontale.
  10. Rampe selon l'une des revendications 1 à 9, caractérisée en ce que la traverse a une résistance à la flexion correspondant à celle d'un profilé rectangulaire en aluminium en U, constitué d'aluminium normal, ayant une épaisseur d'au moins 4 mm, et ayant une longueur minimale et une hauteur minimale chacune de 15 cm, et qui en particulier satisfait aux exigences statiques de la norme DIN 1055 relative aux poutres à une seule travée autoportantes.
  11. Rampe selon l'une des revendications 1 à 10, caractérisée en ce que les poutres de fixation (1, 1') peuvent au choix être fixées en alignement avec les murs de séparation latéraux, ou encore, par l'intermédiaire de leur arête frontale, en dépassement contre les murs de séparation (50, 51).
  12. Rampe selon l'une des revendications 4 à 6, caractérisée en ce que les éléments d'arrêt (4, 5, 30) comportent une partie de tête avec des trous de fixation, et de préférence aussi un trou traversant (33), avec un tourillon creux rapporté (34).
  13. Rampe selon la revendication 12, caractérisée en ce qu'on prévoit en tant que poteau vertical un tube (4) pouvant être emmanché sur le tourillon creux (34).
  14. Rampe selon la revendication 13, caractérisée en ce que plusieurs poteaux (4) sont reliés les uns aux autres par l'intermédiaire de barres transversales (5) de préférence tubulaires.
  15. Rampe selon l'une des revendications 1 à 14, caractérisée en ce que les poutres de fixation comportent une pièce en forme de plaque, pouvant être rapportée à des murs de séparation latéraux, ainsi qu'un épaulement ayant une section transversale en caisson, dont les dimensions intérieures, destinées à recevoir la traverse profilée (10), correspondent approximativement à la section transversale extérieure de la traverse profilée.
EP93118628A 1993-01-15 1993-11-19 Balustrade à fixer sur des parois latérales Expired - Lifetime EP0606557B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4300823A DE4300823A1 (de) 1993-01-15 1993-01-15 Gelaender zur Befestigung an seitlichen Begrenzungswänden
DE4300823 1993-01-15

Publications (3)

Publication Number Publication Date
EP0606557A1 EP0606557A1 (fr) 1994-07-20
EP0606557B1 true EP0606557B1 (fr) 1997-02-26
EP0606557B2 EP0606557B2 (fr) 2003-05-07

Family

ID=6478197

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93118628A Expired - Lifetime EP0606557B2 (fr) 1993-01-15 1993-11-19 Balustrade à fixer sur des parois latérales

Country Status (4)

Country Link
EP (1) EP0606557B2 (fr)
AT (1) ATE149228T1 (fr)
DE (2) DE4300823A1 (fr)
LV (1) LV11911B (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29714563U1 (de) * 1997-08-14 1997-10-16 Dorenwendt, Wolfgang, 37359 Wachstedt Geländersystem für Loggien und Balkone
DE29715456U1 (de) * 1997-08-28 1997-12-11 Dorenwendt, Wolfgang, 37359 Wachstedt Blumenkastenhalter aus Strangpreßprofil
DE29715901U1 (de) 1997-08-29 1997-11-13 Grabo, Bernd, 15526 Bad Saarow-Pieskow Anordnung zur Ausbildung eines Geländers für einen Balkon oder eine Terrasse
DE29815422U1 (de) 1998-08-28 1998-11-12 Duotek GmbH & Co. KG Andreas Kopocz, 32479 Hille Kunststoffblumenkasten
DE19900190C2 (de) * 1999-01-06 2003-05-28 Koemmerling Kunststoff Gmbh Haltesystem zur Befestigung eines Geländers für eine Loggia bzw. einen Balkon
DE19952959C1 (de) * 1999-11-03 2001-03-08 Karl Wittmann Haltevorrichtung für Trinkgefäße
DE112006004004A5 (de) * 2006-09-27 2009-05-28 Frank Kling Geländer-Aufsatz-Vorrichtung
CN110063169B (zh) * 2019-04-28 2023-11-24 武汉市安友科技有限公司 一种垂直绿化墙结构

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1516711A (en) * 1923-04-16 1924-11-25 John P Christell Porch-rail safety device
US2654579A (en) * 1950-02-25 1953-10-06 Leroy W Cremens Railing
US2859990A (en) * 1954-02-19 1958-11-11 Fairbanks Morse & Co Railing structure
US3021115A (en) * 1958-07-03 1962-02-13 Norman W Dake Hand railing system
US3071350A (en) * 1961-01-24 1963-01-01 Kenneth M Opie Rail mounting
FR1426316A (fr) * 1964-12-16 1966-01-28 Aluminium Francais Procédé pour réaliser la jonction, par des barreaux transversaux, de deux profilés parallèles et application à la construction de garde-corps
US3372909A (en) * 1966-10-11 1968-03-12 Julian J. Attaway Anchor and bracket arrangement for rail
US3511477A (en) * 1968-10-23 1970-05-12 Blum & Co Inc Julius Adjustable stanchion assembly
GB1420410A (en) * 1973-06-27 1976-01-07 Rebco West Inc Railing structure
DE2801566A1 (de) * 1978-01-14 1979-07-19 Cronenberg Ohg J Zum anbringen zwischen zwei mauern geeignetes metallgitter
FR2453352A1 (fr) * 1979-04-04 1980-10-31 Dentand Bernard Profile pour la realisation de mains courantes de balustrades et procede d'utilisation
US4253287A (en) † 1979-06-28 1981-03-03 Overmoe Kenneth R Step walker
GB2058168B (en) * 1979-09-10 1983-03-09 Tornya A G Balustrade construction
DE8310661U1 (de) * 1983-04-12 1983-10-20 TWL International Hydrokultur GmbH, 6090 Rüsselsheim Polygonaler pflanzbehaelter mit verkleidung
CH651621A5 (en) * 1985-01-04 1985-09-30 Bauex Ag Vertically adjustable post and railing with vertically adjustable posts
SE462499B (sv) * 1987-11-06 1990-07-02 Soederhamn Innovation Ab Handledare foesedd med en sjaelvlysande remsa
NO171608C (no) * 1991-01-16 1993-04-07 Selvaagebygg As Blomsterkasse

Also Published As

Publication number Publication date
DE4300823A1 (de) 1994-07-21
LV11911B (lv) 1998-06-20
LV11911A (lv) 1997-12-20
EP0606557B2 (fr) 2003-05-07
DE59305541D1 (de) 1997-04-03
EP0606557A1 (fr) 1994-07-20
ATE149228T1 (de) 1997-03-15

Similar Documents

Publication Publication Date Title
EP2358625B1 (fr) Montant pour une ossature de cage d'un système d'ascenseur
DE1807716B2 (de) An den Längsseiten offenes, vorge fertigte s, transportables Raumelement zur Errichtung von Bauwerken der verschieden sten Art
DE2419394A1 (de) Montageschalung fuer den betonbau
EP0606557B1 (fr) Balustrade à fixer sur des parois latérales
EP2798133B1 (fr) Panneau pour un système de coffrage de plafond et système de coffrage de plafond
DE102004004883B4 (de) Deckenschalungs-Paneel und System-Deckenschalung
DE3824387A1 (de) Balkon- und/oder wintergartenstrang fuer mehrgeschossige gebaeude, insbesondere zum nachtraeglichen anbau
EP0350525B1 (fr) Procédé pour la réalisation de murs de constructions et système de coffrage
DE3539507A1 (de) Geruestrahmentafel
DE3220918C2 (fr)
DE10321947B4 (de) Verfahren zum Errichten eines Holzhauses oder dgl. Bauwerkes
CH675142A5 (fr)
DE9409626U1 (de) Balkonkonstruktion
DE3303070A1 (de) Gelaender- bzw. zaunartige begrenzung
DE1659458C3 (de) In ein Bauwerk eingesetztes Fensterband
EP0480295B1 (fr) Ensemble pour la construction d'une maison d'habitation ou de vacances
AT356869B (de) Schalung fuer blockfoermige betonbaukoerper mit der querschnittsform eines umgekehrten u, insbesondere fertiggaragen
DE3624151C2 (fr)
DE202005005315U1 (de) Bausatz für Vorstellbalkon
DE2728474B2 (de) Biegesteifer Rahmenkörper
DE102021125971A1 (de) Kappenwagen sowie Verfahren für Untersichtarbeiten an einer Brücke
DE4311788A1 (de) Lauf- und Arbeitsflächen-Element
DE102021129115A1 (de) Geländer mit einer Vorrichtung zum Verschließen eines freien Raums
DE1434673B2 (de) Transformatorenstation aus uebereinandergestellten vorgefertigten betonplatten und eckteilen
DE19919699C1 (de) Dachgaube

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES FR GB IT LI NL PT

17P Request for examination filed

Effective date: 19940811

17Q First examination report despatched

Effective date: 19950803

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE ES FR GB IT LI NL PT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19970226

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT

Effective date: 19970226

Ref country code: GB

Effective date: 19970226

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970226

Ref country code: ES

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19970226

REF Corresponds to:

Ref document number: 149228

Country of ref document: AT

Date of ref document: 19970315

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59305541

Country of ref document: DE

Date of ref document: 19970403

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Effective date: 19970526

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

ET Fr: translation filed
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 19970226

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

26 Opposition filed

Opponent name: GEBRUEDER KOEMMERLING KUNSTSTOFFWERKE GMBH

Effective date: 19971124

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19990118

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19991130

BERE Be: lapsed

Owner name: STAKUSIT KUNSTSTOFF G.M.B.H. + CO. K.G. SKS

Effective date: 19991130

PLAW Interlocutory decision in opposition

Free format text: ORIGINAL CODE: EPIDOS IDOP

PLBQ Unpublished change to opponent data

Free format text: ORIGINAL CODE: EPIDOS OPPO

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

APAC Appeal dossier modified

Free format text: ORIGINAL CODE: EPIDOS NOAPO

R26 Opposition filed (corrected)

Opponent name: GEBRUEDER KOEMMERLING KUNSTSTOFFWERKE GMBH

Effective date: 19971124

APAE Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOS REFNO

APAC Appeal dossier modified

Free format text: ORIGINAL CODE: EPIDOS NOAPO

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20011106

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20021119

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20021121

Year of fee payment: 10

APAC Appeal dossier modified

Free format text: ORIGINAL CODE: EPIDOS NOAPO

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Free format text: SKS STAKUSIT KUNSTSTOFF GMBH + CO. KG TRANSFER- SKS STAKUSIT BAUTECHNIK GMBH

PLAW Interlocutory decision in opposition

Free format text: ORIGINAL CODE: EPIDOS IDOP

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: SKS STAKUSIT BAUTECHNIK GMBH TRANSFER- SKS STAKUSI

Ref country code: CH

Ref legal event code: PK

Free format text: BERICHTIGUNGEN

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20030124

Year of fee payment: 10

PUAH Patent maintained in amended form

Free format text: ORIGINAL CODE: 0009272

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT MAINTAINED AS AMENDED

27A Patent maintained in amended form

Effective date: 20030507

AK Designated contracting states

Designated state(s): AT BE CH DE ES FR GB IT LI NL PT

REG Reference to a national code

Ref country code: CH

Ref legal event code: AEN

Free format text: AUFRECHTERHALTUNG DES PATENTES IN GEAENDERTER FORM

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20031119

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20031130

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20031130

EN Fr: translation not filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040602

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

APAH Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOSCREFNO