EP0704596A1 - Fire-resistant, aluminium casing - Google Patents

Fire-resistant, aluminium casing Download PDF

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Publication number
EP0704596A1
EP0704596A1 EP95202644A EP95202644A EP0704596A1 EP 0704596 A1 EP0704596 A1 EP 0704596A1 EP 95202644 A EP95202644 A EP 95202644A EP 95202644 A EP95202644 A EP 95202644A EP 0704596 A1 EP0704596 A1 EP 0704596A1
Authority
EP
European Patent Office
Prior art keywords
anchors
sections
casing
panels
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.)
Granted
Application number
EP95202644A
Other languages
German (de)
French (fr)
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EP0704596B1 (en
Inventor
Johannis Van Herwijnen
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.)
REYNOLDS EXTRUSION EUROPE (HOLDING) B.V.
Alcoa Nederland BV
Original Assignee
Reynolds Aluminium Holland BV
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Publication date
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Publication of EP0704596A1 publication Critical patent/EP0704596A1/en
Application granted granted Critical
Publication of EP0704596B1 publication Critical patent/EP0704596B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B5/00Doors, windows, or like closures for special purposes; Border constructions therefor
    • E06B5/10Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes
    • E06B5/16Fireproof doors or similar closures; Adaptations of fixed constructions therefor
    • E06B5/165Fireproof windows
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88Curtain walls
    • E04B2/96Curtain walls comprising panels attached to the structure through mullions or transoms
    • E04B2/965Connections of mullions and transoms
    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00Window 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
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B2003/26394Strengthening arrangements in case of fire

Definitions

  • the invention relates to a casing system according to the preamble of claim 1, and to a casing-panel assembly according to the preamble of claim 12.
  • casing system 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.
  • 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 constructing a casing system of the type set forth in the preamble as explained in the characterizing part of 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 constructing a casing-panel assembly of the type set forth in the preamble as explained in the characterizing part of 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 panels 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, for instance by being fastened to the panel with glue or cooperating with a clamp that is clamped over an edge of the panel.
  • the arms 26 are optionally provided with arms 27 and are 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.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Special Wing (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

A casing system having aluminum inside and outside sections (6 and 4 respectively) for confining a panel (2, 3). The system comprises anchors (12, 13, 26), made from a relatively heat-resistant material, to be distributed over the length of the sections (4, 6). In mounted condition, the anchors (12, 13, 26) are anchored relative to one of the inside or outside sections (4 or 6 respectively). The anchors further comprise means for retaining the panels (2, 3). In the event of fire, the sections on the side of the fire usually give way or disappear first, causing the panels to fall out of the casings. In accordance with the invention, this is prevented by the anchors which then retain the panels relative to the sections located on the side of the casing facing away from the fire.

Description

  • The invention relates to a casing system according to the preamble of claim 1, and to a casing-panel assembly according to the preamble of claim 12. Such casing system 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.
  • 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 constructing a casing system of the type set forth in the preamble as explained in the characterizing part of 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 constructing a casing-panel assembly of the type set forth in the preamble as explained in the characterizing part of 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 panels 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 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. Along their edges, the panels 2, 3 are confined between the interior and exterior sections 4 and 6 respectively.
  • For sealing the confinement of the panels 2, 3, 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. Provided between the panels 2, 3 and the rail 6 on the outside are sealing sections 10 made of rubber and having a heat-resistant composition. Provided over the rail 6, on the outside thereof, is a cover section 11, which, as a matter of fact, forms an initial protection of the rail 6 in the event of fire. In lateral direction, 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. By means of the screw 7, 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.
  • In the event of fire on the outside of the curtain wall, first the cover section 11 and then the rail 6 on the outside of the casing will give way. However, the panels 2, 3 are nevertheless held in position by the stainless steel plates 14 of the anchors 12, which plates are mounted on the interior upright sections 4 by means of the screws 7. Owing to the foaming swelling tape 9, an adequate sealing along the edges of the panels 2, 3 also remains present if the rail 6 melts away from behind the plates 14 and the panels 2, 3 can move outwards slightly to abut against the plates 14. By that time, the rubber sections 10 will have been attacked by the heat. However, the sealing function of the rubber sections 10 is taken over by the foaming swelling tape 9 as well.
  • Because 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. In particular, 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. 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 the plates 14 of the anchors 12 further offers the advantage that the interior 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 2, 3 via 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.
  • 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 2, 3 as long as possible, it is further useful that 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.
  • 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 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. By means of the screw 7, the U-shaped plate element 16 is mounted on the rail 6. For this purpose, 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. 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. In mounted condition, 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 assembly of a curtain wall with anchors 12 and 13 as shown in Figs 1 and 3 requires only very little more time than the assembly of a curtain wall without those anchors, because the anchors 12, 13 are fixed with the screws 7 that are provided anyway for mounting the rails 6 on the uprights 4.
  • In the example shown in Fig. 2, the U-shaped plate element 16 of the anchor 13 of the second type is moreover directly mounted on the upright 4. For this purpose, 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. If, through heating from the outside of the facade, 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.
  • Further, in the event of fire on the inside of the casing, 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. As does the retention of the rail 6 by the plates 14 in the event of fire on the outside, 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. Further, because of the arrangement of 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.
  • 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 4, 6, 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. With the bolts 23, 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. Instead of the bolts 23, other elements can also be used for fixing anchors 13 of the second type in longitudinal direction of the sections 4, 6, such as flanged lips fitting into holes in one of the sections 4 or 6 or spring dowels, or rivets such as pop rivets, if they are sufficiently heat-resistant.
  • 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. As a result, 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.
  • 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 the aluminum section 4 or 6 on the side of the fire does, as a consequence of which the confinement of the panels 2, 3 is lost and the panels fall out of the casing.
  • 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 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. In mounted condition, 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.
  • Generally, in the event of fire on the inside of the casing, the thermally insulating sections 25 give way first, followed by the sections 4 on the inside. However, owing to the anchors 26 hooked into the section 6 on the outside, the panels 2, 3 are still held in position, because the arms 27 overlapping the panels 2, 3 retain the panels 2, 3. Because 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. However, the foaming swelling tape 9 ensures that a sufficient sealing is nevertheless maintained along the edges of the panels 2, 3.
  • 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 4, 6, preventing the anchors 26 from sliding downwards. For this purpose, 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 fact that owing to the presence of the hook edges 29 no holes have to be drilled in the sections 6 for mounting the anchors 26 is particularly advantageous when the anchors 26 are arranged in the lower portion of the casing, because in the sections 4, 6 no holes need to be made which would have to be blanked and which, in the case of inadequate blanking, form a source of leakage.
  • The outer ends of the arms 27 each catch into a groove 33 in the interior aluminum section 4. As a result, flanges of the interior sections 4 which retain the sealing sections 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 the panels 2, 3 are retained for a longer time via the flanges of the sections 4 and the sealing sections 10 located between those flanges and the panels 2, 3, a uniform support of the panels 2, 3 is maintained during a longer time, just as in the example according to Fig. 1, so that the panels themselves are less loaded. In this example, too, under normal circumstances, local loads exerted on the panels by the anchors are avoided, because under normal circumstances, the anchors 26 do not directly engage with the panels 2, 3.
  • In particular with sections as shown in Fig. 6, wherein the section 4 or 6 located on the side of the casing facing away from the fire has a relatively small volume, the advantage that the section 4 or 6 located on the side of the casing facing away from the fire remains protected against direct heat action for a longer time due to the retention by the anchor 26 of at least parts of the section 6 or 4 respectively on the side of the fire, remains of great importance.
  • 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.
  • Instead of or in addition to the arms 27, each overlapping one of the panels 3, in the case of weakening of the interior panel 4 or of the connecting sections 25, an anchor 26 may also retain a panel 3 in another manner, 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 optionally provided with arms 27 and are mounted on the interior sections 4, for instance with self-tapping screws or hook edges. In that case, 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.
  • 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)

  1. A casing system comprising aluminum outside and inside sections (6 and 4 respectively) for confining edges of a panel (2, 3) therebetween, 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 arranged for anchoring in mounted condition relative to at least one of the inside or outside sections (4 or 6 respectively) and, in mounted condition, to retain said panel (2, 3) relative to said inside or outside section (4 or 6 respectively), independently of the condition of the opposite section (6 or 4 respectively).
  2. 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).
  3. 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.
  4. 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.
  5. 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).
  6. 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).
  7. 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).
  8. 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).
  9. 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.
  10. 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).
  11. 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).
  12. A casing-panel assembly, comprising aluminum outside and inside sections (6 and 4 respectively) wherebetween edged 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 at least one of the inside or outside sections (4 or 6 respectively) and each being arranged to retain said panel (2, 3) relative to said inside or outside section (4 or 6 respectively) independently of the condition of the opposite section (6 or 4 respectively).
  13. 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).
  14. 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).
  15. 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) relative to said inside or outside section (4 or 6 respectively).
  16. 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).
EP19950202644 1994-09-30 1995-10-02 Fire-resistant, aluminium casing Expired - Lifetime EP0704596B1 (en)

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 true EP0704596A1 (en) 1996-04-03
EP0704596B1 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)

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EP (1) EP0704596B1 (en)
CZ (1) CZ253295A3 (en)
DE (1) DE69529594T2 (en)
NL (1) NL9401613A (en)
PL (1) PL181497B1 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0723064A2 (en) * 1995-01-05 1996-07-24 Hans Dieter Niemann Frame profile for windows, doors or façades, with intumescent material
EP0709540A3 (en) * 1994-10-26 1997-05-07 Eberspaecher J Fireproof fastener for at least one pane
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.
GB2435652A (en) * 2006-03-02 2007-09-05 Architectural & Metal Systems Walling system
EP1860250A2 (en) * 2006-05-26 2007-11-28 Raico Bautechnik GmbH Attachment seal
WO2015006878A1 (en) 2013-07-16 2015-01-22 Saint-Gobain Glass France Fixing of a fire-resistant glass in a frame

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006004607U1 (en) * 2006-03-21 2006-06-01 SCHÜCO International KG Frame construction for a composite of frame beams component
DE202006004606U1 (en) 2006-03-21 2006-06-08 SCHÜCO International KG frame construction
DE102012004297B4 (en) 2012-03-01 2019-01-10 Hueck Gmbh & Co. Kg Profile arrangement and frame construction
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

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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
EP0384417A2 (en) * 1989-02-24 1990-08-29 Firma J. Eberspächer Arrangement for clamping plane building elements plastically deforming under thermal stress
EP0518222A1 (en) * 1991-06-11 1992-12-16 W. HARTMANN & CO (GMBH & CO) Framework consisting of mullion and transom profiles for a wall or roof construction made up of panel elements
EP0607878A1 (en) * 1993-01-20 1994-07-27 Schmidlin AG Profiled sealing strip

Patent Citations (6)

* Cited by examiner, † Cited by third party
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
EP0384417A2 (en) * 1989-02-24 1990-08-29 Firma J. Eberspächer Arrangement for clamping plane building elements plastically deforming under thermal stress
EP0518222A1 (en) * 1991-06-11 1992-12-16 W. HARTMANN & CO (GMBH & CO) Framework consisting of mullion and transom profiles for a wall or roof construction made up of panel elements
EP0607878A1 (en) * 1993-01-20 1994-07-27 Schmidlin AG Profiled sealing strip

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0709540A3 (en) * 1994-10-26 1997-05-07 Eberspaecher J Fireproof fastener for at least one pane
EP0723064A2 (en) * 1995-01-05 1996-07-24 Hans Dieter Niemann Frame profile for windows, doors or façades, with intumescent material
EP0723064A3 (en) * 1995-01-05 1997-11-19 Hans Dieter Niemann Frame profile for windows, doors or façades, with intumescent material
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.
GB2435652A (en) * 2006-03-02 2007-09-05 Architectural & Metal Systems Walling system
GB2435652B (en) * 2006-03-02 2008-11-19 Architectural & Metal Systems Walling system
EP1860250A2 (en) * 2006-05-26 2007-11-28 Raico Bautechnik GmbH Attachment seal
EP1860250A3 (en) * 2006-05-26 2009-08-12 Raico Bautechnik GmbH Attachment seal
WO2015006878A1 (en) 2013-07-16 2015-01-22 Saint-Gobain Glass France Fixing of a fire-resistant glass in a frame
CH708354A1 (en) * 2013-07-16 2015-01-30 Saint Gobain Fixing a fire-resistant glass in a frame.

Also Published As

Publication number Publication date
CZ253295A3 (en) 1996-04-17
DE69529594D1 (en) 2003-03-20
EP0704596B1 (en) 2003-02-12
NL9401613A (en) 1996-05-01
DE69529594T2 (en) 2003-12-18
PL310727A1 (en) 1996-04-01
PL181497B1 (en) 2001-07-31

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