EP0704596B1 - Fire-resistant, aluminium casing - Google Patents
Fire-resistant, aluminium casing Download PDFInfo
- Publication number
- EP0704596B1 EP0704596B1 EP19950202644 EP95202644A EP0704596B1 EP 0704596 B1 EP0704596 B1 EP 0704596B1 EP 19950202644 EP19950202644 EP 19950202644 EP 95202644 A EP95202644 A EP 95202644A EP 0704596 B1 EP0704596 B1 EP 0704596B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchors
- sections
- casing
- outside
- section
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B5/00—Doors, windows, or like closures for special purposes; Border constructions therefor
- E06B5/10—Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes
- E06B5/16—Fireproof doors or similar closures; Adaptations of fixed constructions therefor
- E06B5/165—Fireproof windows
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/965—Connections of mullions and transoms
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/04—Wing frames not characterised by the manner of movement
- E06B3/263—Frames with special provision for insulation
- E06B2003/26394—Strengthening arrangements in case of fire
Definitions
- the invention relates to a casing systems according to the preamble of claim 1, and to a casing-panel assembly according to the preamble of claim 12.
- casing systems and such casing-panel assemblies are known from practice and can be applied both in the form of separate casings and in the form of curtain walls.
- a problem of aluminum casings is that they are not sufficiently fire-resistant for use in situations wherein an increased degree of fire-resistance is required.
- a typical example is a situation wherein the danger of a fire spreading from working spaces to a superjacent floor with living spaces has to be limited.
- the fire-resistance of the casings of the working spaces to fire from the inside and the fire-resistance of the casings of the living spaces to fire from the outside should meet specific minimum requirements.
- Dutch standard 6069 for instance essentially requires that a facade must be able to resist a fire of a temperature rising to 900 °C in a period of half an hour, without openings being created in the facade through which the fire or smoke could spread.
- aluminum casings generally do not meet this requirement. Nevertheless, it is often desired to use aluminum casings all the same, in particular when the increased requirements regarding fire-resistance only apply to a minority of the casings or when it is desired to provide a building with a curtain wall.
- EP-A-0 686 735 which belongs to the prior art under Art 54(3) EPC in as for as its priority dates apply, a curtain wall structure is described in which a fire shielding strip is enclosed between a connecting member interconnecting outside and inside sections and one of these sections.
- a glazing assembly constituted by frames of inside and outside sections and panels retained in openings defined by the sections.
- the shown embodiments include three units which are each anchored to one section and overlap a panel mounted to that section at the side facing away from that section. These are: firstly, structures which serves for temporarily retaining the respective panel or window during assembly, secondly, slabs which, according can be made of PVC, rubber or sheet metal and, thirdly, flexible hooks for retaining the panel or window in place relative to one section until a covering profile has been mounted. It is not disclosed that the material of which the structures, slabs or hooks are made is more heat resistant than aluminium. Furthermore, the slabs and the hook do not retain an second section relative to the section to which these are anchored.
- the object of the invention is to provide an aluminum casing system from which casings can be assembled having a considerably increased fire-resistance compared with conventional aluminum casings, without requiring extensive or costly adjustments.
- this object is realized by providing a casing system in a accordanle with claim 1.
- a further object of the invention is to provide a casing-panel assembly with an aluminum casing having an improved fire-resistance, also without making extensive or costly adjustments.
- this object is realized by providing a casing-panel assembly as set forth in claim 12.
- the invention is based on the insight that in the event of fire on the inside or outside of a facade, the sections on the side of the fire or coupling sections made of thermally insulating material and located between the inside and outside sections are usually the first to give way, causing the panels (usually panes) to fall out of the casings, and that this can be prevented through the local provision of elements having a high heat-resistance which hold the sections at the side facing the fire in position relative to the sections located on the side of the casing facing away from the fire.
- these sections located on the side of the casing facing away from the fire hold out considerably longer than the sections located on the side of the fire and the above-mentioned coupling sections, so that owing to the anchors the panels are held in position for a considerably longer time.
- the anchors can also retain portions of locally collapsed sections in position on the side of the fire, as a result of which the hermetic sealing formed by a casing-panel assembly is maintained longer as well.
- the anchors manufactured from a material having a higher failure temperature than aluminum, should be mounted on those sections that are located on the side of the casing opposite the side where the fire risk is greatest.
- the anchors may comprise arms which overlap the panels on that side where the fire risk is greatest and which still retain the panels from that side when sections on that side have already given way because of the heat.
- the retention of the panels by the anchors can also be effected in many other manners.
- the anchors may each be glued to a panel with a heat-resistant adhesive, may each comprise a clamp adapted to retain a panel, may be screwed down to a panel or cooperate with fastening means, such as clamps, mounted on the panels.
- the casing-panel assembly forms part of a curtain wall.
- the curtain wall comprises casings 1 and panels 2, 3.
- the panel 2 is a siding and the panel 3 consists of two layers of glass attached to each other along the outer circumference of the panel.
- Interior, vertical sections of the casing 1 are formed by uprights 4 of the curtain wall. Rear faces 5 of the uprights can be mounted on the bearing structure of the building.
- Exterior, vertical sections of the casing 1 are formed by rails 6. By means of screws 7, the rails 6 are clamped against the uprights 4, with an insulation strip 8 clamped between the rails 6 and the uprights 4.
- the panels 2, 3 are confined between the interior and exterior sections 4 and 6 respectively.
- swelling tape 9 is provided between the panels 2, 3 and the upright 4, which swelling tape swells when heated and then provides extra sealing.
- sealing sections 10 made of rubber and having a heat-resistant composition.
- cover section 11 is provided over the rail 6, on the outside thereof, which, as a matter of fact, forms an initial protection of the rail 6 in the event of fire.
- the panels 2, 3 are held in position by filler strips 15. For clarity's sake, these strips are shown on one side of the upright section 4 only.
- a number of two types of anchors 12, 13 are arranged so as to be distributed over the length of the sections 4, 6, which anchors 12, 13 are both manufactured from stainless steel.
- This material has a higher failure temperature than aluminum, has a higher strength at a slight volume, enabling it to be incorporated into casings according to existing designs, and causes little contact corrosion of the aluminum.
- the anchor 12 shown comprises the screw 7 and a substantially flat plate 14 forming two arms or flanges projecting in opposite directions.
- the screw 7 is inserted into a hole in the plate 14 and clamps the plate 14 against the rail 6.
- the anchor 12 is anchored in place relative to the upright 4, i.e. the interior section.
- the arms formed by the plate 14 overlap the panels 2, 3 on the side opposite the upright 4.
- the arms, formed by the plate 14, of the anchor 12 also retain the rail 6 between that plate 14 and the panels 2, 3, the rail is retained relative to the interior upright 4 for a relatively long time, even when portions of the rail 6 have been attacked by the heat.
- This offers the advantage that an effective sealing along the edge of the panels is maintained for a longer time and the swelling tape 9 is heated less quickly.
- the sealing between the panels 2, 3 and the rail 6 is prevented from already giving way before the swelling tape 9 has been sufficiently heated for swelling and taking over the sealing function of the rail 6.
- the panels 2, 3 are supported more uniformly than when they are exclusively retained directly by the plates 14 of the anchors 12. This also limits the load of the panels 2, 3 themselves, so that they will hold out longer in the event of fire, in particular if additional loads, by wind or explosions, also occur.
- the arms formed by the plate 14 extend to near the sealings 10 between the rail 6 and the panels 2, 3. Accordingly, the sealings 10 are held against the panels even if the rail 6 already deflected in longitudinal direction without support.
- the anchor 13 of the second type shown is presented separately in Fig. 3.
- This anchor 13 comprises a U-shaped plate element 16 having flanges 18 extending outwardly from free ends of the legs 17 and the screw 7 which it shares in this example with the anchor 12 of the first type and which projects from the bottom 19 of the U-shaped plate element 16.
- the uprights 4 of a curtain wall are generally dimensioned so that they cannot entirely collapse in the case of usual standard fires on the inside of the facade, projecting parts of the uprights 4, such as the outwardly projecting flanges 20, are nevertheless vulnerable enough to collapse prematurely, as a consequence of which the connection with the exterior rails 6 is lost and the panels 2, 3 can fall outside from the casing 1. This is prevented through the use of the anchors 13 of the second type.
- the U-shaped plate element 16 is mounted on the rail 6.
- a hole 22 (see Fig. 4) in the U-shaped plate element 16 through which the screw 7 passes is dimensioned so that the screw engages with the U-shaped plate element 16.
- the rail 6 In the case of fire on the inside of the facade, the rail 6 is located on the cool side of the facade, facing away from the fire, and will hence hold out for a relatively long time.
- the flanges 18 form the arms which overlap the panels 2, 3 on the inside of the curtain wall and which keep the panels 2, 3 clamped against the cool rails 6 so that the hermetic sealing of the facade is maintained for a long time.
- the U-shaped plate element 16 of the anchor 13 of the second type is moreover directly mounted on the upright 4.
- self-tapping screws 21 are passed through holes in the outwardly projecting flanges 18 of the U-shaped plate element 16 and screwed into the uprights 4.
- the anchor 13 of the second type as shown in Fig. 2 moreover has a function in the event of fire on the outside of the facade, as the anchor 12 of the first type is also attached, by means of the scew 7, to the anchor 13 of the second type.
- the flanges 20 of the upright 4 give way, then the anchors 12 of the first type remain coupled, via the anchors 13 of the second type, to the uprights 4, so that the panels 2, 3 are held in place even then.
- the foaming swelling tape 9 ensures that even in the case of small displacements of the panels 2, 3, a proper sealing is still maintained along the edges of the panels 2, 3.
- the attachment of the arms 18 of the anchor 13 of the second type to the interior upright achieves the advantage that portions of the upright 4 are held in position and contribute to the retention of the panels 2, 3 even when other portions of that upright have already given way.
- the longer retention of the uprights 4 in the event of fire on the inside achieves the advantage that the sealing along the edges of the panels is maintained for a longer time and in a better manner, and that the panels 2, 3 are longer supported in a more uniform manner than when the support is directly taken over by the arms 18.
- the swelling tape 9 on the inside of the panel it is important that the swelling tape yields an effective sealing especially as long as and where the uprights 4 are (still) present.
- the arms 18 can be mounted on the upright.
- the arms and the uprights can be constructed so that outer ends of the arms engage behind flanges of or with holes in the upright.
- the plate-shaped portions of the anchors 12, 13 preferably have a length of some centimeters. This is on the one hand sufficient for retaining the panels 2, 3 in position when one of the sections 4, 6 gives way completely or partly, and on the other hand requires only slight amounts of the relatively costly stainless steel.
- the anchor 13 of the second type shown in Fig. 4, comprises a nut 34 and a bolt 23 having a diameter adapted for cooperation with holes 24 (in Figs 3 and 4 indicated by dot and dash lines) in the legs 17, connecting to the bottom 19, of the U-shaped plate element 16 and corresponding holes in the outwardly projecting flanges 20 of the upright 4.
- holes 24 in Figs 3 and 4 indicated by dot and dash lines
- anchors 13 of the second type can be locked in longitudinal direction of the sections 4, 6, if it is desired to provide the anchors 13 at locations where no screws 21 can be provided.
- Fig. 5 shows a variant of a U-shaped plate element 16 for application as part of an anchor 13 of the second type, wherein the legs 17 connecting to the bottom 19 of the U-shaped plate element 16 are of unequal length.
- the distance from the outwardly projecting flanges 18 to the bottom 19 of the U-shaped plate element 16 is different for each of the two flanges.
- This U-shaped plate element 16 is suitable for retaining panels of different thicknesses in position on both sides of casing sections 4, 6.
- Fig. 6 shows a casing system assembled into a casing-panel assembly designed for use as separate casing in an opening in a facade.
- the casing comprises aluminum inside and outside sections 4 and 6 respectively for confining edges of panels 2, 3 therebetween.
- the inside and outside sections 4, 6 are both fixed through rolling to joint coupling sections 25 made from thermally insulating material.
- the resistance to fire on the inside of the casing is increased by distributing local anchors 26 of a third type over the length of the sections 4, 6.
- These anchors 26 of the third type are also manufactured from stainless steel.
- These anchors 26 of the third type are each designed as plate elements flanged so as to be L-shaped and having first and second legs 27, 28, extending at an angle relative to each other, and an outwardly flanged hook edge 29 always provided at an outer end of the second legs 27, 28.
- the flanged hook edges 29 are each anchored to one of the outside sections 6, as they each catch into a groove 30 in the outside section 6.
- the first legs 27, always connecting to the second legs 28 opposite the hook edges 29, each form an arm which, in mounted condition, overlaps one of the panels 2, 3 on the side of the interior section 4.
- the thermally insulating sections 25 give way first, followed by the sections 4 on the inside.
- the panels 2, 3 are still held in position, because the arms 27 overlapping the panels 2, 3 retain the panels 2, 3.
- the flanges of the interior section 4 and sealing rubbers 10 give way, the panels 2, 3 will in fact move away from the exterior section through some distance.
- the foaming swelling tape 9 ensures that a sufficient sealing is nevertheless maintained along the edges of the panels 2, 3.
- the anchors of the third type are used in vertical portions of the casing, it is important that they are anchored in longitudinal direction of the sections 4, 6, preventing the anchors 26 from sliding downwards.
- the anchors 26 can for instance be screwed down, be provided with lips fitting into holes in the exterior section 6, or be provided with a hook edge which is waved in longitudinal direction of the sections 4, 6 and grips in the groove 30 with pretension.
- the arms 27 also extend to near the sealing sections 10 between the section 4 and the panels 2, 3, so that the panels are supported precisely at the location where this is effective for maintaining the sealings along the edges of the panels as long as possible.
- An anchor 26 may also retain a panel 3 in another manner than by the arm 27 for instance by being fastened to the panel with glue or cooperating with a clamp that is clamped over an edge of the panel. It is also possible that the arms 26 are provided with arms 27 and are optionally mounted on the interior sections 4, for instance with self-tapping screws or hook edges.
- the anchors ensure that the interior and exterior sections 4 and 6 are held together, also if the thermally insulating connecting sections 25 give way, while the anchors are not exposed to view all the same.
- the anchors then form brackets which are anchored both to the interior and to the exterior sections 4 and 6 and which bridge the thermally insulating connecting sections 25 for retaining the interior and exterior sections 4 and 6 relative to each other in case the thermally insulating connecting sections give way.
- the section 6 on the outside of the casing is composed of a bearing section 31 and circumferentially closed, tubular glazing bead sections 32, coupled to the bearing section 31 by means of a snap attachment. Since the glazing bead sections 32 are constructed as circumferentially closed, tubular sections, they can resist a greater pressure exerted by the panels than conventional glazing bead sections having separate snap finger flanges catching into the bearing section. These conventional glazing bead sections have to be additionally attached to the bearing sections by means of screws, to be able to resist the pressure exerted by the swelling tape 9 in the event of fire. Owing to the tubular design of the glazing bead sections 32 shown, the provision of screws is not necessary, so that the attachment can be carried out more quickly and no holes which may cause leakage need to be made.
- circumferentially closed, tubular glazing bead sections 32 is also advantageous in combination with other casing sections, which may or may not be provided with anchors for retaining the panels in the event of fire, such as one-piece casing sections without thermally insulating coupling sections.
- one-piece casing sections without thermally insulating coupling sections the heat dissipation in the event of fire is such that the prevailing requirements with regard to fire-resistance can typically be met without special adjustments.
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Special Wing (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
- The invention relates to a casing systems according to the preamble of claim 1, and to a casing-panel assembly according to the preamble of
claim 12. Such casing systems and such casing-panel assemblies are known from practice and can be applied both in the form of separate casings and in the form of curtain walls. - A problem of aluminum casings is that they are not sufficiently fire-resistant for use in situations wherein an increased degree of fire-resistance is required. A typical example is a situation wherein the danger of a fire spreading from working spaces to a superjacent floor with living spaces has to be limited. For this purpose, the fire-resistance of the casings of the working spaces to fire from the inside and the fire-resistance of the casings of the living spaces to fire from the outside should meet specific minimum requirements.
- Dutch standard 6069 for instance essentially requires that a facade must be able to resist a fire of a temperature rising to 900 °C in a period of half an hour, without openings being created in the facade through which the fire or smoke could spread. Without special measures, aluminum casings generally do not meet this requirement. Nevertheless, it is often desired to use aluminum casings all the same, in particular when the increased requirements regarding fire-resistance only apply to a minority of the casings or when it is desired to provide a building with a curtain wall.
- In EP-A-0 686 735, which belongs to the prior art under Art 54(3) EPC in as for as its priority dates apply, a curtain wall structure is described in which a fire shielding strip is enclosed between a connecting member interconnecting outside and inside sections and one of these sections.
- From FR-A-1 264 130 (HILLS) a glazing assembly constituted by frames of inside and outside sections and panels retained in openings defined by the sections is disclosed. The shown embodiments include three units which are each anchored to one section and overlap a panel mounted to that section at the side facing away from that section. These are: firstly, structures which serves for temporarily retaining the respective panel or window during assembly, secondly, slabs which, according can be made of PVC, rubber or sheet metal and, thirdly, flexible hooks for retaining the panel or window in place relative to one section until a covering profile has been mounted. It is not disclosed that the material of which the structures, slabs or hooks are made is more heat resistant than aluminium. Furthermore, the slabs and the hook do not retain an second section relative to the section to which these are anchored.
- The object of the invention is to provide an aluminum casing system from which casings can be assembled having a considerably increased fire-resistance compared with conventional aluminum casings, without requiring extensive or costly adjustments.
- In accordance with the present invention, this object is realized by providing a casing system in a accordanle with claim 1.
- A further object of the invention is to provide a casing-panel assembly with an aluminum casing having an improved fire-resistance, also without making extensive or costly adjustments.
- In accordance with the present invention, this object is realized by providing a casing-panel assembly as set forth in
claim 12. - The invention is based on the insight that in the event of fire on the inside or outside of a facade, the sections on the side of the fire or coupling sections made of thermally insulating material and located between the inside and outside sections are usually the first to give way, causing the panels (usually panes) to fall out of the casings, and that this can be prevented through the local provision of elements having a high heat-resistance which hold the sections at the side facing the fire in position relative to the sections located on the side of the casing facing away from the fire. Usually, these sections located on the side of the casing facing away from the fire hold out considerably longer than the sections located on the side of the fire and the above-mentioned coupling sections, so that owing to the anchors the panels are held in position for a considerably longer time. In addition, the anchors can also retain portions of locally collapsed sections in position on the side of the fire, as a result of which the hermetic sealing formed by a casing-panel assembly is maintained longer as well.
- The anchors, manufactured from a material having a higher failure temperature than aluminum, should be mounted on those sections that are located on the side of the casing opposite the side where the fire risk is greatest.
- For retaining the panels in the event of collapse of a section on the side of the fire, the anchors may comprise arms which overlap the panels on that side where the fire risk is greatest and which still retain the panels from that side when sections on that side have already given way because of the heat. However, instead of or in addition to the arms, the retention of the panels by the anchors can also be effected in many other manners. For instance, the anchors may each be glued to a panel with a heat-resistant adhesive, may each comprise a clamp adapted to retain a panel, may be screwed down to a panel or cooperate with fastening means, such as clamps, mounted on the panels.
- Specific embodiments of the invention are set forth in the dependent claims.
- Hereinafter, the invention will be further explained on the basis of some exemplary embodiments, with reference to the accompanying drawings. In these drawings:
- Fig. 1 is a sectional view of a portion of a casing-panel assembly according to the invention,
- Fig. 2 is a sectional view of a portion of a second casing-panel assembly according to the invention,
- Fig. 3 is an elevational view of a bracket for use as part of an anchor for a casing system according to the invention,
- Fig. 4 is a top plan view of an anchor for a casing system according to the invention with a bracket according to Fig. 3,
- Fig. 5 is an elevational view similar to Fig. 3 of another bracket, and
- Fig. 6 is a sectional view of a portion of a third casing-panel assembly according to the invention.
-
- Corresponding parts of different embodiments of the invention are designated by mutually identical reference numerals.
- Hereinafter, further particulars of the invention will at first be explained with reference to the casing-panel assembly shown in Fig. 1. After that, particulars shown in the other Figures will be discussed.
- The casing-panel assembly, of which a portion is shown in Fig. 1, forms part of a curtain wall. The curtain wall comprises casings 1 and
panels panel 2 is a siding and thepanel 3 consists of two layers of glass attached to each other along the outer circumference of the panel. Interior, vertical sections of the casing 1 are formed byuprights 4 of the curtain wall.Rear faces 5 of the uprights can be mounted on the bearing structure of the building. Exterior, vertical sections of the casing 1 are formed byrails 6. By means ofscrews 7, therails 6 are clamped against theuprights 4, with aninsulation strip 8 clamped between therails 6 and theuprights 4. Along their edges, thepanels exterior sections - For sealing the confinement of the
panels swelling tape 9 is provided between thepanels panels rail 6 on the outside are sealingsections 10 made of rubber and having a heat-resistant composition. Provided over therail 6, on the outside thereof, is acover section 11, which, as a matter of fact, forms an initial protection of therail 6 in the event of fire. In lateral direction, thepanels filler strips 15. For clarity's sake, these strips are shown on one side of theupright section 4 only. - A number of two types of
anchors sections - The
anchor 12 shown comprises thescrew 7 and a substantiallyflat plate 14 forming two arms or flanges projecting in opposite directions. Thescrew 7 is inserted into a hole in theplate 14 and clamps theplate 14 against therail 6. By means of thescrew 7, theanchor 12 is anchored in place relative to the upright 4, i.e. the interior section. The arms formed by theplate 14 overlap thepanels - In the event of fire on the outside of the curtain wall, first the
cover section 11 and then therail 6 on the outside of the casing will give way. However, thepanels stainless steel plates 14 of theanchors 12, which plates are mounted on the interiorupright sections 4 by means of thescrews 7. Owing to the foamingswelling tape 9, an adequate sealing along the edges of thepanels rail 6 melts away from behind theplates 14 and thepanels plates 14. By that time, therubber sections 10 will have been attacked by the heat. However, the sealing function of therubber sections 10 is taken over by the foamingswelling tape 9 as well. - Because the arms, formed by the
plate 14, of theanchor 12 also retain therail 6 between thatplate 14 and thepanels rail 6 have been attacked by the heat. This offers the advantage that an effective sealing along the edge of the panels is maintained for a longer time and theswelling tape 9 is heated less quickly. In particular, the sealing between thepanels rail 6 is prevented from already giving way before theswelling tape 9 has been sufficiently heated for swelling and taking over the sealing function of therail 6. In the event of fire, it is in particular the prevention of the penetration of smoke that is of great importance for increasing the chances of escape. - The fact that the
rails 6, or at least portions thereof, are held in place for a longer time by means of theplates 14 of theanchors 12 further offers the advantage that theinterior sections 4 are exposed to the direct action of the fire-caused heat at a later stage, and will therefore in many cases hold out longer. - Further, it is important that, due to the support of the
panels rail 6, thepanels plates 14 of theanchors 12. This also limits the load of thepanels - Further, under normal circumstances, there is the risk that anchors that directly engage with the panels exert local loads on the panels, in particular during expansion and shrinkage of the panels and the casing because of variations in temperature. The lifetime of panels from double glass would thus be limited.
- For retarding the deterioration of the sealing along the edges of the
panels plate 14 extend to near thesealings 10 between therail 6 and thepanels sealings 10 are held against the panels even if therail 6 already deflected in longitudinal direction without support. - The
anchor 13 of the second type shown is presented separately in Fig. 3. Thisanchor 13 comprises aU-shaped plate element 16 havingflanges 18 extending outwardly from free ends of thelegs 17 and thescrew 7 which it shares in this example with theanchor 12 of the first type and which projects from the bottom 19 of theU-shaped plate element 16. - Although the
uprights 4 of a curtain wall are generally dimensioned so that they cannot entirely collapse in the case of usual standard fires on the inside of the facade, projecting parts of theuprights 4, such as the outwardly projectingflanges 20, are nevertheless vulnerable enough to collapse prematurely, as a consequence of which the connection with theexterior rails 6 is lost and thepanels anchors 13 of the second type. By means of thescrew 7, theU-shaped plate element 16 is mounted on therail 6. For this purpose, a hole 22 (see Fig. 4) in theU-shaped plate element 16 through which thescrew 7 passes is dimensioned so that the screw engages with theU-shaped plate element 16. In the case of fire on the inside of the facade, therail 6 is located on the cool side of the facade, facing away from the fire, and will hence hold out for a relatively long time. In mounted condition, theflanges 18 form the arms which overlap thepanels panels cool rails 6 so that the hermetic sealing of the facade is maintained for a long time. - The assembly of a curtain wall with
anchors anchors screws 7 that are provided anyway for mounting therails 6 on theuprights 4. - In the example shown in Fig. 2, the
U-shaped plate element 16 of theanchor 13 of the second type is moreover directly mounted on theupright 4. For this purpose, self-tappingscrews 21 are passed through holes in the outwardly projectingflanges 18 of theU-shaped plate element 16 and screwed into theuprights 4. Theanchor 13 of the second type as shown in Fig. 2 moreover has a function in the event of fire on the outside of the facade, as theanchor 12 of the first type is also attached, by means of thescew 7, to theanchor 13 of the second type. If, through heating from the outside of the facade, theflanges 20 of theupright 4 give way, then theanchors 12 of the first type remain coupled, via theanchors 13 of the second type, to theuprights 4, so that thepanels swelling tape 9 ensures that even in the case of small displacements of thepanels panels - Further, in the event of fire on the inside of the casing, the attachment of the
arms 18 of theanchor 13 of the second type to the interior upright achieves the advantage that portions of theupright 4 are held in position and contribute to the retention of thepanels rail 6 by theplates 14 in the event of fire on the outside, the longer retention of theuprights 4 in the event of fire on the inside achieves the advantage that the sealing along the edges of the panels is maintained for a longer time and in a better manner, and that thepanels arms 18. Further, because of the arrangement of the swellingtape 9 on the inside of the panel, it is important that the swelling tape yields an effective sealing especially as long as and where theuprights 4 are (still) present. - In fact, for mounting the
arms 18 on the upright, many alternative possibilities exist. Instead of screws, heat-resistant nails or clamps can be applied. Also, the arms and the uprights can be constructed so that outer ends of the arms engage behind flanges of or with holes in the upright. - In longitudinal direction of the
sections anchors panels sections - The
anchor 13 of the second type, shown in Fig. 4, comprises anut 34 and abolt 23 having a diameter adapted for cooperation with holes 24 (in Figs 3 and 4 indicated by dot and dash lines) in thelegs 17, connecting to the bottom 19, of theU-shaped plate element 16 and corresponding holes in the outwardly projectingflanges 20 of theupright 4. With thebolts 23, anchors 13 of the second type can be locked in longitudinal direction of thesections anchors 13 at locations where noscrews 21 can be provided. Instead of thebolts 23, other elements can also be used for fixinganchors 13 of the second type in longitudinal direction of thesections sections - Fig. 5 shows a variant of a
U-shaped plate element 16 for application as part of ananchor 13 of the second type, wherein thelegs 17 connecting to the bottom 19 of theU-shaped plate element 16 are of unequal length. As a result, the distance from the outwardly projectingflanges 18 to the bottom 19 of theU-shaped plate element 16 is different for each of the two flanges. ThisU-shaped plate element 16 is suitable for retaining panels of different thicknesses in position on both sides ofcasing sections - Fig. 6 shows a casing system assembled into a casing-panel assembly designed for use as separate casing in an opening in a facade. The casing comprises aluminum inside and
outside sections panels outside sections joint coupling sections 25 made from thermally insulating material. - In the event of fire, such casings involve the particular problem that the
sections 25 made from thermally insulating material often already give way before thealuminum section panels - In the casing shown in Fig. 6, the resistance to fire on the inside of the casing is increased by distributing
local anchors 26 of a third type over the length of thesections anchors 26 of the third type are also manufactured from stainless steel. Theseanchors 26 of the third type are each designed as plate elements flanged so as to be L-shaped and having first andsecond legs second legs outside sections 6, as they each catch into agroove 30 in theoutside section 6. Thefirst legs 27, always connecting to thesecond legs 28 opposite the hook edges 29, each form an arm which, in mounted condition, overlaps one of thepanels interior section 4. - Generally, in the event of fire on the inside of the casing, the thermally insulating
sections 25 give way first, followed by thesections 4 on the inside. However, owing to theanchors 26 hooked into thesection 6 on the outside, thepanels arms 27 overlapping thepanels panels interior section 4 and sealingrubbers 10 give way, thepanels swelling tape 9 ensures that a sufficient sealing is nevertheless maintained along the edges of thepanels - If the anchors of the third type are used in vertical portions of the casing, it is important that they are anchored in longitudinal direction of the
sections anchors 26 from sliding downwards. For this purpose, theanchors 26 can for instance be screwed down, be provided with lips fitting into holes in theexterior section 6, or be provided with a hook edge which is waved in longitudinal direction of thesections groove 30 with pretension. - The fact that owing to the presence of the hook edges 29 no holes have to be drilled in the
sections 6 for mounting theanchors 26 is particularly advantageous when theanchors 26 are arranged in the lower portion of the casing, because in thesections - The outer ends of the
arms 27 each catch into agroove 33 in theinterior aluminum section 4. As a result, flanges of theinterior sections 4 which retain the sealingsections 10 remain in position for a longer time when, in the event of fire on the inside of the facade, they become soft and/or give way partly. This further retards the reduction of the sealing action of the casing which occurs in the event of fire. Because thepanels sections 4 and the sealingsections 10 located between those flanges and thepanels panels anchors 26 do not directly engage with thepanels - In particular with sections as shown in Fig. 6, wherein the
section section anchor 26 of at least parts of thesection - The
arms 27 also extend to near the sealingsections 10 between thesection 4 and thepanels - An
anchor 26 may also retain apanel 3 in another manner than by thearm 27 for instance by being fastened to the panel with glue or cooperating with a clamp that is clamped over an edge of the panel. It is also possible that thearms 26 are provided witharms 27 and are optionally mounted on theinterior sections 4, for instance with self-tapping screws or hook edges. The anchors ensure that the interior andexterior sections sections 25 give way, while the anchors are not exposed to view all the same. The anchors then form brackets which are anchored both to the interior and to theexterior sections sections 25 for retaining the interior andexterior sections - The
section 6 on the outside of the casing is composed of abearing section 31 and circumferentially closed, tubularglazing bead sections 32, coupled to thebearing section 31 by means of a snap attachment. Since theglazing bead sections 32 are constructed as circumferentially closed, tubular sections, they can resist a greater pressure exerted by the panels than conventional glazing bead sections having separate snap finger flanges catching into the bearing section. These conventional glazing bead sections have to be additionally attached to the bearing sections by means of screws, to be able to resist the pressure exerted by the swellingtape 9 in the event of fire. Owing to the tubular design of theglazing bead sections 32 shown, the provision of screws is not necessary, so that the attachment can be carried out more quickly and no holes which may cause leakage need to be made. - The use of the circumferentially closed, tubular
glazing bead sections 32 is also advantageous in combination with other casing sections, which may or may not be provided with anchors for retaining the panels in the event of fire, such as one-piece casing sections without thermally insulating coupling sections. In the case of one-piece casing sections without thermally insulating coupling sections, the heat dissipation in the event of fire is such that the prevailing requirements with regard to fire-resistance can typically be met without special adjustments.
Claims (16)
- A casing system comprising aluminum outside and inside sections (6 and 4 respectively) for confining edges of a panel (2, 3) there between, characterized by local anchors (12, 13, 26), made from a material of a higher failure temperature than aluminum, to be distributed over the length of the sections (4, 6), said anchors (12, 13, 26) being adapted for anchoring in mounted condition relative to one of the inside and outside sections (4 or 6 respectively) and, in mounted condition, to retain said panel (2, 3) relative to said one of the inside and outside sections (4 or 6 respectively), independently of the condition of the opposite one of said one of the inside and outside sections (6 or 4 respectively) and to retain said opposite section (6 or 4 respectively) relative to said one of the inside and outside sections (4 or 6 respectively).
- A casing system according to claim 1, wherein at least a number of the anchors (12, 13, 26) each comprise at least one arm (14, 18, 27), said arm, in mounted condition overlapping one of the panels (2, 3) on the side of the opposite section (6 or 4 respectively).
- A casing system according to claim 2, wherein at least a number of the anchors(12, 13) each comprise two of said arms (14, 18) projecting in opposite directions.
- A casing system according to claim 2 or 3, wherein the anchor (12, 13, 26) comprises a plate-shaped element (14, 16, 26), of which said arm (14, 18, 27) forms a part.
- A casing system according to any one of claims 2-4, wherein at least a number of the anchors (12, 13, 26) are designed so that the arm or arms (14, 27) of each of said anchors, in mounted condition, also retain the opposite section (6 or 4 respectively) relative to said inside or outside section 4 or 6 respectively.
- A casing system according to any one of claims 2-4, wherein at least a number of the anchors (13), in mounted condition, are arranged to mount the arm or arms (18) of each of said anchors on the opposite section (6 or 4 respectively), to retain the opposite section (6 or 4 respectively) relative to said inside or outside section (4 or 6 respectively).
- A casing system according to claim 5 or 6, wherein the arms have a length so that, in mounted condition, they extend to near sealings between the opposite section (6 or 4 respectively) and the panel (2, 3).
- A casing system according to claim 4, wherein the plate-shaped element is provided with a hole (22, 24) and the anchor further comprises a pin-shaped fastening element (23) having a diameter adapted for cooperation with said hole (24).
- A casing system according to claim 4, wherein the plate-shaped element comprises a flanged lip and at least one of the sections is provided with holes in which the lip fits in mounted condition.
- A casing system according to any one of the preceding claims, wherein at least a number of the anchors (26) are each constructed as plate elements flanged so as to be L-shaped and having an outwardly flanged hook edge (29) at an outer end of one of the legs (28).
- A casing system according to any one of claims 1-9, wherein at least a number of the anchors (12, 13, 26) are each constructed as a U-shaped plate element (16) having at least one flange (18) outwardly projecting from a free end of a leg and a fastening element (7) projecting outwardly from the bottom of the U-shaped plate element (16).
- A casing-panel assembly, comprising aluminum outside and inside sections (6 and 4 respectively) wherebetween edges of a panel (2, 3) are confined, characterized by local anchors (12, 13, 26) distributed over the length of the sections and made from a material having a higher failure temperature than aluminum, said anchors (12, 13, 26) each being anchored relative to one of the inside and outside sections (4 or 6 respectively) for retaining said panel (2, 3) relative to said one of the inside and outside section (4 or 6 respectively) independently of the condition of the opposite one of said inside and outside sections (6 or 4 respectively) and for retaining said opposite one of said one of the inside and outside sections relative to said one of the inside and outside sections (4 or 6 respectively).
- A casing-panel assembly according to claim 12 , wherein at least a number of the anchors (12, 13, 26) each comprise at least one arm (14, 18, 27 , said arm overlapping one of the panels (2, 3) on the side of the opposite section (6 or 4 respectively).
- A casing-panel assembly according to claim 13, wherein the arm or arms (14, 27) of at least a number of the anchors (12, 13, 26) also retain the opposite section (6 or 4 respectively) relative to said inside or outside section (4 or 6 respectively).
- A casing-panel assembly according to claim 13, wherein the arm or arms (18) of at least a number of the anchors are mounted on the opposite section (6 or 4 respectively), for retaining the opposite section (6 or 4 respectively).
- A casing-panel assembly according to claim 14 or 15, wherein the arms of at least a number of the anchors extend to near sealings between the opposite section (6 or 4 respectively) and the panel (2, 3).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL9401613A NL9401613A (en) | 1994-09-30 | 1994-09-30 | Fire resistant, aluminum frame. |
NL9401613 | 1994-09-30 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0704596A1 EP0704596A1 (en) | 1996-04-03 |
EP0704596B1 true EP0704596B1 (en) | 2003-02-12 |
Family
ID=19864725
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19950202644 Expired - Lifetime EP0704596B1 (en) | 1994-09-30 | 1995-10-02 | Fire-resistant, aluminium casing |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0704596B1 (en) |
CZ (1) | CZ253295A3 (en) |
DE (1) | DE69529594T2 (en) |
NL (1) | NL9401613A (en) |
PL (1) | PL181497B1 (en) |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4438113A1 (en) * | 1994-10-26 | 1996-05-02 | Eberspaecher J | Fire-proof holder of at least one pane |
DE29500148U1 (en) * | 1995-01-05 | 1996-05-09 | Niemann, Hans Dieter, 50169 Kerpen | Frame profile for windows or doors |
AT406075B (en) * | 1998-01-26 | 2000-02-25 | Degelsegger Walter Ing | Fireproof glazing construction for e.g. glass facades or walls, has glass element edges covered by shells snap fitted to support profiles or clamping strips |
BE1014372A3 (en) | 2001-09-18 | 2003-09-02 | Reynaers Aluminium Nv | Fire-resistant frame-panel assembly. |
IE20060153A1 (en) * | 2006-03-02 | 2007-11-14 | Architectural & Metal Systems | Walling system |
DE202006004606U1 (en) | 2006-03-21 | 2006-06-08 | SCHÜCO International KG | frame construction |
DE202006004607U1 (en) * | 2006-03-21 | 2006-06-01 | SCHÜCO International KG | Frame construction for a composite of frame beams component |
EP1860250B1 (en) * | 2006-05-26 | 2014-12-03 | Raico Bautechnik GmbH | Attachment seal |
DE102012004297B4 (en) | 2012-03-01 | 2019-01-10 | Hueck Gmbh & Co. Kg | Profile arrangement and frame construction |
CH708354B1 (en) | 2013-07-16 | 2017-08-31 | Saint Gobain | Fire protection component |
PL233265B1 (en) * | 2017-09-29 | 2019-09-30 | Carboline Polska Spolka Z Ograniczona Odpowiedzialnoscia | Incombustible thermoactive fire shield |
DE102019133839A1 (en) * | 2019-12-10 | 2021-06-10 | SCHÜCO International KG | Building element in fire protection design and method for assembling a building element |
US20230228082A1 (en) * | 2022-01-20 | 2023-07-20 | O'keeffe's, Inc. | Glazed Curtain Wall Panel System |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1264130A (en) * | 1959-06-16 | 1961-06-19 | Hills West Bromwich Ltd | Glazed assembly usable in particular in buildings |
US3797191A (en) * | 1972-10-20 | 1974-03-19 | American Metal Climax Inc | Wall construction |
US4550542A (en) * | 1984-08-09 | 1985-11-05 | Jack La See | Vision panel frame |
DE8902212U1 (en) * | 1989-02-24 | 1989-05-03 | Fa. J. Eberspächer, 7300 Esslingen | Device for supporting flat building components that plastically deform under thermal stress |
DE9107171U1 (en) * | 1991-06-11 | 1992-07-16 | W. Hartmann & Co (Gmbh & Co), 2000 Hamburg | Post and beam profile framework for a wall or ceiling construction filled with surface elements |
DE9300692U1 (en) * | 1993-01-20 | 1994-05-26 | Schmidlin Ag, Aesch | Sealing profile |
-
1994
- 1994-09-30 NL NL9401613A patent/NL9401613A/en not_active Application Discontinuation
-
1995
- 1995-09-29 CZ CZ952532A patent/CZ253295A3/en unknown
- 1995-09-29 PL PL31072795A patent/PL181497B1/en not_active IP Right Cessation
- 1995-10-02 DE DE1995629594 patent/DE69529594T2/en not_active Expired - Lifetime
- 1995-10-02 EP EP19950202644 patent/EP0704596B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
CZ253295A3 (en) | 1996-04-17 |
EP0704596A1 (en) | 1996-04-03 |
DE69529594T2 (en) | 2003-12-18 |
PL181497B1 (en) | 2001-07-31 |
NL9401613A (en) | 1996-05-01 |
PL310727A1 (en) | 1996-04-01 |
DE69529594D1 (en) | 2003-03-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10920416B2 (en) | Drywall and sealing device for sealing a connection joint of a drywall | |
EP0704596B1 (en) | Fire-resistant, aluminium casing | |
US20070204540A1 (en) | Means and method for fireproof sealing between the peripheral edge of individual floors of a building and the exterior wall structure thereof | |
US11808036B2 (en) | Thermal and acoustic insulating and sealing system for a safing slot in a curtain wall | |
US5355645A (en) | Stopless butt-joint multiple curtainwall system | |
US10633858B2 (en) | Prefabricated curtain wall assembly | |
US11834826B2 (en) | Building facade system and method of forming a building facade | |
US11898348B2 (en) | Curtain wall L-bracket and clip assembly | |
US10519653B2 (en) | Facade assembly, building structure, and method for mounting the facade assembly | |
US11091908B2 (en) | Thermal and acoustic insulating and sealing means for a safing slot in a curtain wall | |
US20180030724A1 (en) | Facade assembly, building structure and method for mounting the facade assembly | |
US10724233B2 (en) | Curtain wall saddle-bracket and clip assembly | |
US6367212B1 (en) | Fire-retardant roof construction | |
JPH0440498B2 (en) | ||
US10626603B2 (en) | Curtain wall saddle bracket and clip assembly | |
GB2224767A (en) | Glazed fire-resistant screen | |
WO1998030764A1 (en) | Fire barrier | |
KR200421878Y1 (en) | the balcony putted a pane of fireproof glass |
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): BE CH DE ES GB IE LI NL |
|
AX | Request for extension of the european patent |
Free format text: LT;LV;SI |
|
RAX | Requested extension states of the european patent have changed |
Free format text: LT;LV;SI |
|
RBV | Designated contracting states (corrected) |
Designated state(s): BE CH DE ES GB IE LI NL |
|
17P | Request for examination filed |
Effective date: 19961002 |
|
17Q | First examination report despatched |
Effective date: 19980917 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
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 |
Designated state(s): BE CH DE ES GB IE LI NL |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20030212 Ref country code: CH 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: 20030212 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REF | Corresponds to: |
Ref document number: 69529594 Country of ref document: DE Date of ref document: 20030320 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES 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: 20030828 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20031113 |
|
BECA | Be: change of holder's address |
Owner name: ALCOA NEDERLAND B.V.ALCOALAAN 1, NL-5151 RW DRUNEN Effective date: 20091218 |
|
NLS | Nl: assignments of ep-patents |
Owner name: REYNOLDS EXTRUSION EUROPE (HOLDING) B.V. Effective date: 20091028 Owner name: ALCOA NEDERLAND B.V. Effective date: 20091028 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20101018 Year of fee payment: 16 Ref country code: IE Payment date: 20101027 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20101029 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20101230 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20111013 Year of fee payment: 17 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: V1 Effective date: 20120501 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20111002 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20120501 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120501 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 69529594 Country of ref document: DE Effective date: 20120501 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20111002 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20111002 |
|
BERE | Be: lapsed |
Owner name: ALCOA NEDERLAND B.V. Effective date: 20121031 |
|
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: 20121031 |