EP0244349A2 - Device for simultaneously holding in place and sealing fixed glazings at outer building surfaces - Google Patents

Device for simultaneously holding in place and sealing fixed glazings at outer building surfaces Download PDF

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Publication number
EP0244349A2
EP0244349A2 EP87810134A EP87810134A EP0244349A2 EP 0244349 A2 EP0244349 A2 EP 0244349A2 EP 87810134 A EP87810134 A EP 87810134A EP 87810134 A EP87810134 A EP 87810134A EP 0244349 A2 EP0244349 A2 EP 0244349A2
Authority
EP
European Patent Office
Prior art keywords
spacer
profile strip
strip
sealing
sealing lips
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
EP87810134A
Other languages
German (de)
French (fr)
Other versions
EP0244349A3 (en
EP0244349B1 (en
Inventor
Norbert Herwegh
Peter Walker
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.)
Daetwyler AG Schweizerische Kabel Gummi und Kunststoffwerke
Original Assignee
Daetwyler AG Schweizerische Kabel Gummi und Kunststoffwerke
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Daetwyler AG Schweizerische Kabel Gummi und Kunststoffwerke filed Critical Daetwyler AG Schweizerische Kabel Gummi und Kunststoffwerke
Priority to AT87810134T priority Critical patent/ATE69478T1/en
Publication of EP0244349A2 publication Critical patent/EP0244349A2/en
Publication of EP0244349A3 publication Critical patent/EP0244349A3/en
Application granted granted Critical
Publication of EP0244349B1 publication Critical patent/EP0244349B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88Curtain walls
    • E04B2/90Curtain walls comprising panels directly attached to the structure
    • E04B2/92Sandwich-type panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0818Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0818Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • E04D2003/0825Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections the metal section covered by parts of other material
    • E04D2003/0831Glazing gaskets of particular shape
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0818Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • E04D2003/0837Sections comprising intermediate parts of insulating material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0843Clamping of the sheets or glass panes to the glazing bars by means of covering strips
    • E04D2003/085Clamping of the sheets or glass panes to the glazing bars by means of covering strips locked by snap action
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0893Glazing bars comprising means for draining condensation water or infiltrated rainwater

Definitions

  • the invention relates to a device, essentially made of elastomer, for the simultaneous holding and sealing of fixed glazing or filling elements on flat or curved outer sides of the building.
  • This device is therefore suitable for roofs of all inclinations and shapes, i.e. from flat-pitched to steep roofs and from barrel vaults to domes and for vertical facades, in straight or curved form.
  • the supporting structures are subdivided into supports, beams, transoms, etc., i.e. elements that statically ensure the stability determine the building of the at least individual parts thereof, as well as in frames or rod-shaped elements for receiving the glass panes or filling elements and for fastening the seals mentioned.
  • the supports, brackets, etc. are made of bending and pressure-resistant material such as steel, aluminum or wood.
  • the frame or rods can also consist of it or of relatively hard and rigid plastics.
  • the invention now aims to avoid or at least minimize the disadvantages mentioned, both by the choice of a suitable material and by an appropriately shaped design.
  • the aim is to create a device that dissipates the forces that occur in the supporting structure, seals well and can be easily bent by hand on curved surfaces.
  • such a device is characterized by the features of claim 1.
  • the basic profile strip 1 has a flat strip 11, the width of which corresponds to the supporting structure on which it comes to rest.
  • the bottom is smooth; anchoring feet or the like are dispensed with in order to be independent of the supporting construction element.
  • the basic profile strip 1 is usually connected to it by gluing, occasionally also by nailing, screwing or tacking using staples.
  • Each rib 13 sits on the flat strip 11 on; it is provided on its upper side with a cam-like projection 15 protruding from the common area of the two sealing lips 14 with a bearing surface 16.
  • This is convex.
  • the two sealing lips 14 together form approximately a semicircle.
  • the height of the projection 15, the convex bearing surface 16 and the semicircular arrangement of the two sealing lips 14 allow a stepless angling of each of the two glass panes 4 from the position shown by approximately 10 ° in both directions of rotation.
  • Such an angling of the glass pane 4 or the filling element is shown in the left half of FIG. 1, the tilting around the bearing surface 16 also being recognizable.
  • sealing lips 14 naturally bear against the pane 4; they are shown here in the undeformed state.
  • the bend is of crucial importance for the design of curved or curved building facades or roofs such as barrel vaults, domes or domes.
  • the ribs 13 are used to derive the proportional load of the disc 4 resting on them, including additional loads, from wind, in the case of obliquely or approximately horizontally lying discs, also from snow, in the flat strips 11 and thus into the supporting structure.
  • Two ribs 18 are generally also provided in the middle of the flat strip 11. They serve as a guide or centering means for the spacer 2 to be accommodated, if necessary a rib is also sufficient.
  • the spacer 2 delimits, with the respective support and sealing area 12 and the associated upper side of the flat strip 11, a channel 19 in each case for draining off any moisture that may arise due to leaks or condensation.
  • this channel also provides pressure Compensation with the outside of the building exposed to the weather, i.e. in the event of pressure fluctuations as a result of wind gusts, and also serves as a so-called vapor pressure compensation chamber in order to prevent condensation water forming on the end face of the pane or the filler element 4 or at least to quickly dismantle it.
  • the vapor pressure equalization is important in order to avoid a pressure drop between the ventilated duct 19 and the outside of the facade; then the sealing lips are only stressed by the kinetic energy of the water hitting the disc 4 (downpour) and not additionally by the pressure drop.
  • the spacer 2 is now to be shown. It holds the basic profile strip 1 and the covering profile strip 3 at the correct distance from one another and transmits the forces which arise from the contact pressure of the latter to the pane 4, as well as any suction forces on the pane 4, into the basic profiled strip 1 and thus into the supporting structure. It has two legs 21, which are connected to one another via at least one transverse web 22, but usually two transverse webs 22, 23 and each have a toothing 24 which is executed against the other leg 21 at their free ends. The teeth are not exactly at right angles to the legs 21, but inclined obliquely against the transverse webs 22, 23, so that in the case of forces which act upward on the cover profile strip 3 to be described, the latter is drawn even more into the teeth 24.
  • the spacer 2 can occur in three different embodiments depending on the requirements. As already mentioned, a transverse web 22 is sufficient for low requirements; the toothing 24 remains as shown on the upper part of the free ends of the legs 21.
  • the thicknesses of the legs 21 and the crossbar 22 are designed differently depending on the bending strength of the material used. Since the greatest forces act on the crossbar and at the same time the greatest stresses occur here due to punctiform anchoring on the supporting structure (screws, nails), it is made stronger, generally one and a half times as strong as the legs 21.
  • the second embodiment is that according to FIG. 1, that is to say with the additional crosspiece 23, which together with the crosspiece 22 forms the cavity 25.
  • a metal rod can be inserted into it, which then acts as a kind of reinforcement; because of its small dimensions it is easy to bend in the longitudinal direction, on the other hand it is sufficiently stiff to withstand the individual forces emanating from the anchorages on the supporting structure over a longer distance in the longitudinal direction distribution (i.e. perpendicular to the plane of the drawing) so that local peak stresses in the spacer can be avoided. The spacer is thus stressed more evenly and is therefore more resilient despite the same dimensions.
  • the metal rod is provided with holes for the passage of the screws or nails.
  • a third variant of the spacer 2 according to FIG. 2 is used. This is no longer made of elastomer like the two previous variants, but at least partially of metal. Because of the much higher strength, the cross bar 23 can be omitted in the all-metal design, but the teeth 24 are extended to the cross bar 22. Where the spacer 2 comes to rest on the basic profile strip 1, laterally projecting rails 27 can be provided. These then serve to accommodate the connecting elements to the supporting structure, i.e. the screws or nails. The force transmission upon the action of a train is thus distributed over the entire length of the spacer 2 by these rails 27, so that it can be subjected to even greater loads.
  • an all-metal design has the disadvantage mentioned at the outset of the transmission of heat or cold and sound, so that it should only be used in permissible cases; its main application is where the spacer 2 or the entire device runs horizontally and therefore the entire weight the disc 4 supported on the end of the spacer.
  • a spacer made entirely of elastomer would bend unless the weight of the washer 4 was absorbed by special support elements such as angle profile strips or brackets.
  • the washer 4 since the washer 4 mostly rests on individual blocks (not shown) and therefore not directly on the spacer 2, it is sufficient to provide the all-metal design where these blocks (the so-called block) are located; in between is the cold and sound absorbing elastomer design.
  • the elastomer material of the spacer 2 which is relatively soft to prevent deflection, leads to the fact that the legs 21 carrying this toothing can be bent apart without great effort. Although this facilitates the assembly of the cover profile strip 3 and is desirable in this regard.
  • By a slight undercut, i.e. Inclination of the tooth areas transmitting the tensile force by approx. 15 ° compensates for the bending moment which acts on the legs 21 of the spacer 2.
  • each tooth of the toothing 24 first has a horizontal section 28 on its upper side and then a recess 29 projecting upwards.
  • the cover profile strip 3 should also be mentioned. As can be seen, it has the simplest shape of all three parts, namely essentially a mushroom shape, with two sealing lips 31 and an anchoring foot 32 with a toothing 33 which fits into the toothing 24 of the spacer 2; In order to facilitate driving in, as can be seen, the first teeth of the toothing 33 can be made less wide than the following ones. To save material, cavities, here two cavities 34, 35 can be provided; if necessary, they can also be filled with stiffening bars made of metal.
  • the toothing 33 is inserted into the toothing 24 only to the extent required by the respective thickness of the disk 4. This alone allows adaptation to the existing variety of discs. However, it is further improved by producing versions of different heights for the spacer 2 (and only for this). Profile strips 1 and 3 always remain unchanged. Thus, with a minimum of parts 1 - 3 in stock, a complete response to all pane thicknesses is possible.
  • FIGS. 4 and 5 show how such a structure is formed.
  • the flat strip 11 and the spacer 2 run through the device lying in the falling line or are connected at the end to the same parts of a new device.
  • the support and sealing areas 12; they are removed at the point at which a, usually horizontal, device that crosses the first opens.
  • the latter is connected to the former in such a way that the flat strips 11 result in a flat surface which forms the bottom of the channels 19 (FIG. 1).
  • the spacer 2 of the horizontally extending device ends at the mouth.
  • Water can also flow from this device into the one lying in the falling line and run there according to the arrows in FIG. 4, because in the falling line the spacers 2 also run through the full width of the above-mentioned channels, in particular their channel floors formed by the portions of the flat strip 11, which run without steps and joints and thus waterproof.
  • the abutting bearing and sealing areas 12 of the two devices are cut at an angle of 45 ° or generally in the bisector of the two devices, that is to say in a miter; the areas 12 of the horizontally extending devices, as can be seen from FIG. 4, are extended beyond the ends of the flat strips in order to be able to connect to the areas 12 of the device running in the falling line.
  • the equipment can be cut to size and then glued on site; However, it is also possible to prefabricate nodes in the manufacturing plant, to which the devices connect their profile strips 1, 3, possibly also the spacers 2, on the end face (butt joint) and then glue them to them. In addition, it is also possible to manufacture a whole network of such devices in the factory by vulcanizing them together within a mold in the area of the node.
  • the covering profile strips 3 are brought together according to FIG. with ends tapering at 45 ° or half the angle to the respective longitudinal axes, which are then also glued or vulcanized.
  • the connection can be made on the construction site or with prefabricated molded parts or a prefabricated network.
  • the devices running in the falling line or their parts 1 - 3 are left open at the bottom and top so that they can drain and a small amount of air circulation is also possible.
  • the entry of rainwater is prevented by a roof-shaped cover (not shown). Enough for larger institutions said ventilation, however, no longer, and additional ventilation arrangements must then be provided.
  • two holes 5 are inserted into the sealing lips 31 of the cover profile strip 3 of the devices running in the falling line and then a tube 6 is inserted into each hole 5 such that it rises obliquely upwards from the hole.
  • the height difference between the inner pipe end and the highest point of the mouth at the bore 5 should be at least 30 mm in order to prevent driving rain from penetrating into the device, ie into the channels 19 (FIG. 1).
  • the inclination of the tube therefore depends on the inclination of the device running in the falling line, and the angle of inclination of the bore 5 must be selected accordingly.
  • the device is therefore made of elastomer (for the spacer, as already mentioned, a different material can also be used if necessary).
  • elastomer for the spacer, as already mentioned, a different material can also be used if necessary.
  • One with a modulus of elasticity of 30-60 N / mm2 has proven to be expedient; the appropriate value is determined on a case-by-case basis based on the expected loads and the construction details.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The device consists of a profiled base strip (1), a spacer (2) and a profiled cover strip (3), which can be set by means of toothing (24, 33) at a suitable distance from the profiled base strip (1) and thus adapted to the thicknesses of the glass panes or infilling panels (4) to be clasped. The profiled base strip (1) has a supporting and sealing region (12) on each side. This region comprises sealing lips (14) and a projection (15) with a convex supporting surface (16). The sealing lips (14) are sufficiently flexible to permit tilting of a pane (4); thanks to the convex supporting surface (16), however, the latter always rests on the projection (15). The flexibility is facilitated further by a constriction (17). In this way, it is readily possible to construct and seal perfectly even curved building parts, such as, for example, barrel vaults or domes. The profiled base strip (1) and the profiled cover strip (3) always remain the same. The adaptation to panes (4) of different thickness is achieved, in addition to adjusting the toothing (24, 33), simply by means of spacers (2) of different height. This simplifies storage considerably. <IMAGE>

Description

Die Erfindung betrifft eine Einrichtung, im wesentlichen aus Elastomer, zum gleichzeitigen Halten und Abdichten von Fest­verglasungen oder Füllelementen an ebenen oder gewölbten Ge­bäudeaussenseiten. Diese Einrichtung ist also sowohl für Dächer aller Neigungsgrade und Formen, d.h. vom flachgeneig­ten bis zum steilen Dach und vom Tonnengewölbe bis zur Kup­pel sowie für senkrechte Fassaden, in gerader bzw. gebogener Form, bestimmt.The invention relates to a device, essentially made of elastomer, for the simultaneous holding and sealing of fixed glazing or filling elements on flat or curved outer sides of the building. This device is therefore suitable for roofs of all inclinations and shapes, i.e. from flat-pitched to steep roofs and from barrel vaults to domes and for vertical facades, in straight or curved form.

Verlangt wird bei einer solchen Einrichtung, dass sie mit möglichst wenig Einzelteilen auskommt, damit sie die Lager­haltung auf das äusserste vereinfacht. Sie soll auch mit einfachen Mitteln, ohne allzu hohe Anforderungen an das Ver­arbeitungspersonal, weitgehend witterungsunabhängig montier­bar sein. Sie muss ferner alle an moderne Halte- und Abdich­tungseinrichtungen (sogenannte Verglasungssysteme) geforder­te Ansprüche wie feste Verankerung der Elemente, sichere und dauerhafte Abdichtung, einwandfreie Belüftung der Element­stirnkanten und sicheres Abführen von ev. eingedrungenem Me­teor- oder Schwitzwasser gewährleisten.In such a facility, the requirement is that it needs as few individual parts as possible, so that it simplifies storage to the utmost. It should also be possible to mount it largely independently of the weather, using simple means and without too high demands on the processing personnel. It must also guarantee all the demands made of modern holding and sealing devices (so-called glazing systems), such as firm anchoring of the elements, safe and permanent sealing, perfect ventilation of the front edges of the elements and safe removal of any penetrated meteor or condensation water.

Bis jetzt sind verschiedene Konstruktionsbauarten bekannt, die jeweils aus einer Kombination von festen Tragkonstruktio­nen, welche unterschiedliche Kräfte von Wind, Schnee und Eigengewicht aufnehmen, und Dichtungen aus Versiegelungsmas­sen und vorgeformten Dichtungsprofilen bestehen. Die Trag­konstruktionen sind unterteilt in Stützen, Träger, Riegel u.s.w., also Elemente, welche statisch die Standfestigkeit des Gebäudes der wenigstens einzelner Teile desselben be­stimmen, sowie in Rahmen oder stabförmige Elemente zur Auf­nahme der Glasscheiben oder Füllelemente und zur Befestigung der erwähnten Dichtungen. Die Stützen, Träger u.s.w. werden aus biege- und druckfestem Material wie Stahl, Aluminium oder Holz hergestellt. Die Rahmen oder Stäbe können ebenfalls daraus bestehen oder aber aus verhältnismässig harten und biegesteifen Kunststoffen. Metalle weisen zwar hohe Festig­keitseigenschaften auf, sind aber auch entsprechend schwer zu bearbeiten, besonders wenn sie in Längsrichtung gebogen werden sollen. Ihre Wärmeleitfähigkeit ist hoch, was bei ei­ner isolierten Gebäudeaussenhaut zu sogenannten Kältebrücken, also Stellen mit Wärmeverlust und Schwitzwasserbildung, führt. Dieser Nachteil lässt sich nur durch eine aufwendige Trennung in Innen- und Aussenschale mit einem dazwischen liegenden Isolierbereich beheben. Weil auch die Leitfähigkeit für Kör­perschall gross ist, müssen noch weitere Massnahmen zur Ein­dämmung derselben getroffen werden. Bei Holz und Kunststoffen sind diese Nachteile zwar wesentlich geringer, aber ein Bie­gen in Längsrichtung ist ebenfalls schwierig und aufwendig. Bei all diesen Werkstoffen treten unterschiedlich grosse Wär­meausdehnungen auf; bei Holz sind entsprechende Längenverän­derungen durch Quellen oder Schwinden zu berücksichtigen, die in gewissen Abständen Konstruktionsfugen bedingen, welche nur schwer abzudichten sind.So far, various types of construction are known, each consisting of a combination of solid supporting structures, which absorb different forces from wind, snow and dead weight, and seals made of sealing compounds and preformed sealing profiles. The supporting structures are subdivided into supports, beams, transoms, etc., i.e. elements that statically ensure the stability determine the building of the at least individual parts thereof, as well as in frames or rod-shaped elements for receiving the glass panes or filling elements and for fastening the seals mentioned. The supports, brackets, etc. are made of bending and pressure-resistant material such as steel, aluminum or wood. The frame or rods can also consist of it or of relatively hard and rigid plastics. Although metals have high strength properties, they are also difficult to machine, especially if they are to be bent in the longitudinal direction. Their thermal conductivity is high, which leads to so-called cold bridges, i.e. places with heat loss and condensation, in an insulated building outer skin. This disadvantage can only be remedied by a complex separation in the inner and outer shell with an insulating area in between. Because the conductivity for structure-borne noise is also high, further measures must be taken to contain it. Although these disadvantages are much smaller for wood and plastics, bending in the longitudinal direction is also difficult and expensive. All of these materials have different thermal expansions; In the case of wood, corresponding changes in length due to swelling or shrinkage must be taken into account, which at certain intervals necessitate construction joints that are difficult to seal.

Die Erfindung bezweckt nun, die genannten Nachteile sowohl durch die Wahl eines geeigneten Materials als auch durch eine entsprechend formgerechte Ausbildung zu vermeiden oder wenigstens herab zu setzen. Es soll also eine Einrichtung geschaffen werden, welche die auftretenden Kräfte in die Tragkonstruktion ableitet, gut dichtet und bei gewölbten Flächen sich leicht von Hand biegen lässt.The invention now aims to avoid or at least minimize the disadvantages mentioned, both by the choice of a suitable material and by an appropriately shaped design. The aim is to create a device that dissipates the forces that occur in the supporting structure, seals well and can be easily bent by hand on curved surfaces.

Eine solche Einrichtung ist erfindungsgemäss durch die Merkmale des Anspruches 1 gekennzeichnet.According to the invention, such a device is characterized by the features of claim 1.

Ausführungsbeispiele der erfindungsgemässen Einrichtungen werden anhand der beiliegenden Zeichnungen näher erläutert;
es zeigen:

  • Figur 1 einen Querschnitt durch die Einrichtung;
  • Figur 2 eine andere Ausführungsform des Distanzhal­ters;
  • Figur 3 eine andere Verzahnung zwischen Distanzhalter und Abdeckprofilleiste, und
  • Figuren 4+5 die Ausbildung eines Knotenpunktes bei sich kreuzenden Einrichtungen.
Die Einrichtung setzt sich aus drei Hauptteilen zusammen, die einzeln hergestellt und dann zusammengesetzt werden, nämlich aus einer Grundprofilleiste 1, einem Distanzhalter 2 und ei­ner Abdeckprofilleiste 3. Grundprofilleiste 1 und Abdeckpro­filleiste 3 nehmen beidseitig je eine Glasscheibe oder ein Füllelement 4 zwischen sich auf. Die drei Teile sollen nun im Einzelnen beschrieben werden.Embodiments of the devices according to the invention are explained in more detail with reference to the accompanying drawings;
show it:
  • Figure 1 shows a cross section through the device;
  • Figure 2 shows another embodiment of the spacer;
  • Figure 3 shows another toothing between the spacer and cover profile, and
  • Figures 4 + 5 the formation of a node at intersecting facilities.
The device is composed of three main parts, which are individually manufactured and then assembled, namely a basic profile strip 1, a spacer 2 and a covering profile strip 3. Basic profile strip 1 and covering profile strip 3 each have a glass pane or a filling element 4 between them on both sides. The three parts will now be described in detail.

Die Grundprofilleiste 1 weist einen Flachstreifen 11 auf, dessen Breite der Tragkonstruktion entspricht, auf die er aufzuliegen kommt. Die Unterseite ist glatt; auf Verankerungs­füsse oder dergleichen wird verzichtet, um unabhängig vom Tragkonstruktionselement zu sein. Die Grundprofilleiste 1 wird mit diesem in der Regel durch Kleben, gelegentlich auch durch Nageln, Verschrauben oder Anheften mittels Heftklam­mern verbunden. An den beiden Längsrändern des Flachstreifens 11, also an den Enden des dargestellten Querschnitts, befin­det sich je ein Auflager- und Dichtungsbereich 12, der sich aus einer senkrecht vom Flachstreifen 11 abstehenden, im wesentlichen trapezförmigen und oben abgerundeten Rippe 13 und aus zwei beidseitig von ihr abstehenden Dichtlippen 14 zusammensetzt. Jede Rippe 13 sitzt auf dem Flachstreifen 11 auf; sie ist an ihrer Oberseite mit einem nockenartigen, aus dem gemeinsamen Bereich der beiden Dichtlippen 14 herausra­genden Vorsprung 15 mit einer Auflagefläche 16 versehen. Diese ist konvex. Die beiden Dichtlippen 14 bilden zusammen etwa einen Halbkreis. Die Höhe des Vorsprunges 15, die konvexe Auflagefläche 16 und die halbkreisförmige Anordnung der bei­den Dichtlippen 14 erlauben eine stufenlose Abwinklung jedes der beiden Glasscheiben 4 aus der dargestellten Lage heraus um je etwa 10° in beiden Drehrichtungen. Eine solche Abwink­lung der Glasscheibe 4 bzw. des Füllelementes ist in der lin­ken Hälfte der Figur 1 dargestellt, wobei auch das Kippen um die Auflagefläche 16 erkennbar ist. Hierbei ist zu erwähnen, dass die Dichtlippen 14 natürlich gegen die Scheibe 4 anlie­gen; sie sind hier im nicht deformierten Zustand dargestellt. Die Abwinklung ist für die Gestaltung von gebogenen oder ge­krümmten Gebäudefassaden oder Dächern wie z.B. Tonnengewölben, Domen oder Kuppeln von entscheidender Bedeutung. Mit zu die­ser Abwinklung hilft eine in der Rippe 13 unmittelbar unter­halb der Ansatzstelle oder Wurzel der beiden Dichtlippen 14 angeordnete Einschnürung 17, welche das Kippen der Dichtlip­pen und damit der Scheibe 4 ebenfalls noch erleichtert.The basic profile strip 1 has a flat strip 11, the width of which corresponds to the supporting structure on which it comes to rest. The bottom is smooth; anchoring feet or the like are dispensed with in order to be independent of the supporting construction element. The basic profile strip 1 is usually connected to it by gluing, occasionally also by nailing, screwing or tacking using staples. On the two longitudinal edges of the flat strip 11, i.e. at the ends of the cross section shown, there is a support and sealing area 12, which consists of a rib 13 projecting perpendicularly from the flat strip 11, essentially trapezoidal and rounded at the top, and two on both sides of it protruding sealing lips 14 is composed. Each rib 13 sits on the flat strip 11 on; it is provided on its upper side with a cam-like projection 15 protruding from the common area of the two sealing lips 14 with a bearing surface 16. This is convex. The two sealing lips 14 together form approximately a semicircle. The height of the projection 15, the convex bearing surface 16 and the semicircular arrangement of the two sealing lips 14 allow a stepless angling of each of the two glass panes 4 from the position shown by approximately 10 ° in both directions of rotation. Such an angling of the glass pane 4 or the filling element is shown in the left half of FIG. 1, the tilting around the bearing surface 16 also being recognizable. It should be mentioned here that the sealing lips 14 naturally bear against the pane 4; they are shown here in the undeformed state. The bend is of crucial importance for the design of curved or curved building facades or roofs such as barrel vaults, domes or domes. A constriction 17, which is arranged in the rib 13 directly below the attachment point or root of the two sealing lips 14 and which also facilitates the tilting of the sealing lips and thus the disk 4, also helps with this angling.

Die Rippen 13 dienen dazu, die anteilmässige Last der auf ihnen aufliegenden Scheibe 4 samt Zusatzlasten durch Wind, bei schräg oder annähernd horizontal liegenden Scheiben auch durch Schnee, in den Flachstreifen 11 und damit in die Trag­konstruktion abzuleiten.The ribs 13 are used to derive the proportional load of the disc 4 resting on them, including additional loads, from wind, in the case of obliquely or approximately horizontally lying discs, also from snow, in the flat strips 11 and thus into the supporting structure.

In der Mitte des Flachstreifens 11 sind ferner in der Regel zwei Rippen 18 vorgesehen. Sie dienen als Führungs- bzw. Zen­triermittel für den aufzunehmenden Distanzhalter 2, bei Be­darf genügt auch eine Rippe. Der Distanzhalter 2 begrenzt mit jeweiligen Auflager- und Dichtbereich 12 und der dazugehö­rigen Oberseite des Flachstreifens 11 je einen Kanal 19 zur Ableitung ev. entstehender Feuchtigkeit durch Undichtheiten oder durch Schwitzwasser. Gleichzeitig gewährt dieser Kanal auch einen Druck­ ausgleich mit der dem Wetter ausgesetzten Aussenseite des Gebäudes, also bei Druckschwankungen infolge von Windböen und dient ferner als sogenennte Dampfdruckausgleichskammer, um eine Schwitzwasserbildung an der Stirnseite der Scheibe bzw. des Füllelementes 4 zu verhindern oder wenigstens schnell wieder abzubauen. Der Dampfdruckausgleich ist wich­tig, um ein Druckgefälle zwischen dem belüfteten Kanal 19 und der Fassadenaussenseite zu vermeiden; dann werden näm­lich die Dichtlippen nur noch durch die kinetische Energie des auf die Scheibe 4 auftreffenden Wassers (Platzregen) und nicht noch zusätzlich durch Luftdruckgefälle beansprucht.Two ribs 18 are generally also provided in the middle of the flat strip 11. They serve as a guide or centering means for the spacer 2 to be accommodated, if necessary a rib is also sufficient. The spacer 2 delimits, with the respective support and sealing area 12 and the associated upper side of the flat strip 11, a channel 19 in each case for draining off any moisture that may arise due to leaks or condensation. At the same time, this channel also provides pressure Compensation with the outside of the building exposed to the weather, i.e. in the event of pressure fluctuations as a result of wind gusts, and also serves as a so-called vapor pressure compensation chamber in order to prevent condensation water forming on the end face of the pane or the filler element 4 or at least to quickly dismantle it. The vapor pressure equalization is important in order to avoid a pressure drop between the ventilated duct 19 and the outside of the facade; then the sealing lips are only stressed by the kinetic energy of the water hitting the disc 4 (downpour) and not additionally by the pressure drop.

Nunmehr soll der Distanzhalter 2 dargestellt werden. Er hält die Grundprofilleiste 1 und die Abdeckprofilleiste 3 im rich­tigen Abstand voneinander und leitet die Kräfte, welche durch den Anpressdruck der letzteren an die Scheibe 4 entstehen, sowie auch allfällige Sogkräfte auf die Scheibe 4 sicher in die Grundprofilleiste 1 und damit in die Tragkonstruktion weiter. Er hat zwei Schenkel 21, die miteinander über we­nigstens einen Quersteg 22, meist jedoch zwei Querstege 22, 23, verbunden sind und an ihren freien Enden je eine gegen den jeweils anderen Schenkel 21 hingerichtete Verzahnung 24 tragen. Die Verzahnungen sind nicht genau rechtwinklig zu den Schenkeln 21, sondern schräg gegen die Querstege 22, 23 hin geneigt, damit bei Kräften, welche auf die noch zu be­schreibende Abdeckprofilleiste 3 nach oben wirken, diese erst recht in die Verzahnung 24 hineingezogen wird.The spacer 2 is now to be shown. It holds the basic profile strip 1 and the covering profile strip 3 at the correct distance from one another and transmits the forces which arise from the contact pressure of the latter to the pane 4, as well as any suction forces on the pane 4, into the basic profiled strip 1 and thus into the supporting structure. It has two legs 21, which are connected to one another via at least one transverse web 22, but usually two transverse webs 22, 23 and each have a toothing 24 which is executed against the other leg 21 at their free ends. The teeth are not exactly at right angles to the legs 21, but inclined obliquely against the transverse webs 22, 23, so that in the case of forces which act upward on the cover profile strip 3 to be described, the latter is drawn even more into the teeth 24.

Bei zwei Querstegen 22, 23 bildet sich zwischen diesen und den beiden Schenkeln 21 ein rechteckiger Hohlraum 25 aus. Der einzige bzw. unterste Quersteg 22 ist nicht ganz am Ende der beiden Schenkel 21 angeordnet, sondern in einem gewissen Abstand davon, sodass dort eine Ausnehmung 26 entsteht, die unter entsprechender Verdickung der Enden der Schenkel 21 ge­nau auf die Rippe bzw. die Rippen 18 der Grundprofilleiste 1 passt und somit den Distanzhalter 2 zentriert. Zu beachten ist aber, dass der Distanzhalter 2 nicht mit der Grundprofil­leiste 1 verbunden wird; er wird nämlich durch Schrauben oder Nägel direkt an der Tragkonstruktion befestigt, sodass also diese Verbindungselemente durch den bzw. die Querstege 22, 23 und den Flachstreifen 11 der Grundprofilleiste 1 hin­durch führen. Diese Verbindungselemente nehmen dann auch die Zugkräfte des Distanzhalters, die bzw. durch Sog an den Scheiben 4 entstehen, auf; Die Grundprofilleiste 1 überträgt praktisch nur Druckkräfte infolge Eigengewicht und Winddrük­ken auf die Tragkonstruktion.In the case of two transverse webs 22, 23, a rectangular cavity 25 is formed between them and the two legs 21. The only or lowest crosspiece 22 is not arranged entirely at the end of the two legs 21, but at a certain distance therefrom, so that a recess 26 is formed there with a corresponding thickening of the ends of the legs 21 fits exactly on the rib or ribs 18 of the basic profile strip 1 and thus centers the spacer 2. However, it should be noted that the spacer 2 is not connected to the basic profile strip 1; namely, it is fastened directly to the supporting structure by means of screws or nails, so that these connecting elements therefore pass through the transverse webs 22, 23 and the flat strip 11 of the basic profile strip 1. These connecting elements then also absorb the tensile forces of the spacer, which arise or from suction on the disks 4; The basic profile bar 1 practically only transfers compressive forces due to its own weight and wind pressure to the supporting structure.

Der Distanzhalter 2 kann je nach den Anforderungen in drei verschiedenen Ausführungsformen vorkommen. Bei geringen An­forderungen genügt wie schon erwähnt ein Quersteg 22; die Verzahnung 24 bleibt wie dargestellt auf den oberen Teil der freien Enden der Schenkel 21 beschränkt. Die Dicken der Schenkel 21 und des Quersteges 22 werden je nach Biegefestig­keit des verwendeten Materials unterschiedlich ausgebildet. Da auf den Quersteg die grössten Kräfte einwirken und gleich­zeitig durch punktförmige Verankerung auf der Tragkonstruk­tion (Schrauben, Nägel) hier die grössten Beanspruchungen auftreten, wird er stärker, in der Regel anderthalb mal so stark wie die Schenkel 21, ausgebildet.The spacer 2 can occur in three different embodiments depending on the requirements. As already mentioned, a transverse web 22 is sufficient for low requirements; the toothing 24 remains as shown on the upper part of the free ends of the legs 21. The thicknesses of the legs 21 and the crossbar 22 are designed differently depending on the bending strength of the material used. Since the greatest forces act on the crossbar and at the same time the greatest stresses occur here due to punctiform anchoring on the supporting structure (screws, nails), it is made stronger, generally one and a half times as strong as the legs 21.

Die zweite Ausführungsform ist diejenige gemäss Figur 1, al­so mit dem zusätzlichen Quersteg 23, der mit dem Quersteg 22 zusammen den Hohlraum 25 bildet. In diesen kann nämlich ein Metallstab eingeführt werden, der dann wie eine Art Armierung wirkt; er ist zwar wegen seiner doch geringen Abmessungen in Längsrichtung gut zu biegen, andererseits genügend steif, um die von den Verankerungen an der Tragkonstruktion ausgehen­den einzelnen Kräfte über eine grössere Strecke in Längsrich­ tung (also senkrecht zur Zeichenebene) zu verteilen, sodass örtliche Spitzenspannungen im Distanzhalter vermieden werden können. Der Distanzhalter wird damit gleichmässiger bean­sprucht und ist daher trotz gleichbleibender Abmessungen hö­her belastbar. Der Metallstab ist mit Bohrungen zur Durch­führung der Schrauben bzw. Nägel versehen.The second embodiment is that according to FIG. 1, that is to say with the additional crosspiece 23, which together with the crosspiece 22 forms the cavity 25. A metal rod can be inserted into it, which then acts as a kind of reinforcement; because of its small dimensions it is easy to bend in the longitudinal direction, on the other hand it is sufficiently stiff to withstand the individual forces emanating from the anchorages on the supporting structure over a longer distance in the longitudinal direction distribution (i.e. perpendicular to the plane of the drawing) so that local peak stresses in the spacer can be avoided. The spacer is thus stressed more evenly and is therefore more resilient despite the same dimensions. The metal rod is provided with holes for the passage of the screws or nails.

Steigen die Anforderungen noch höher, kommt eine dritte Vari­ante des Distanzhalters 2 gemäss Figur 2 zur Anwendung. Die­ser besteht nun nicht mehr wie die beiden vorherigen Varian­ten aus Elastomer, sondern mindestens teilweise aus Metall. Wegen der wesentlich höheren Festigkeit kann bei der Ganzme­tellausführung der Quersteg 23 wieder weg fallen, dafür wer­den die Verzahnungen 24 bis zum Quersteg 22 verlängert. Dort, wo der Distanzhalter 2 auf die Grundprofilleiste 1 aufzulie­gen kommt, können seitlich abstehende Schienen 27 vorgesehen werden. Diese dienen dann dazu, die Verbindungselemente zur Tragkonstruktion, also die Schrauben oder Nägel, aufzunehmen. Die Kraftübertragung bei Zugeinwirkung wird damit durch die­se Schienen 27 über die ganze Länge des Distanzhalters 2 ver­teilt, sodass er noch höher belastbar ist. Allerdings weist eine Ganzmetallausführung den eingangs erwähnten Nachteil der Uebertragung von Wärme bzw. Kälte und Schall auf, sodass sie nur in zulässigen Fällen angewendet werden sollte, ihre Hauptanwendung liegt dort, wo der Distanzhalter 2 bzw. die ganze Einrichtung horizontal verläuft und daher das gesamte Gewicht der auf dem Distanzhalter stirnseitig abgestützten Scheibe 4 aufnehmen muss. Ein Distanzhalter ganz aus Elasto­mer würde sich durchbiegen, es sei denn, dass Gewicht der Scheibe 4 werde durch besondere Tragelemente wie Winkelpro­filleisten oder Laschen aufgefangen. Da jedoch die Scheibe 4 meist mittels einzelner Klötze (nicht dargestellt) und so­mit nicht direkt auf dem Distanzhalter 2 aufliegt, genügt es, die Ganzmetallausführung dort vorzusehen, wo sich diese Klötze (die sog. Verklotzung) befinden; dazwischen liegt die kälte- und schalldämmende Elastomerausführung.If the requirements increase even higher, a third variant of the spacer 2 according to FIG. 2 is used. This is no longer made of elastomer like the two previous variants, but at least partially of metal. Because of the much higher strength, the cross bar 23 can be omitted in the all-metal design, but the teeth 24 are extended to the cross bar 22. Where the spacer 2 comes to rest on the basic profile strip 1, laterally projecting rails 27 can be provided. These then serve to accommodate the connecting elements to the supporting structure, i.e. the screws or nails. The force transmission upon the action of a train is thus distributed over the entire length of the spacer 2 by these rails 27, so that it can be subjected to even greater loads. However, an all-metal design has the disadvantage mentioned at the outset of the transmission of heat or cold and sound, so that it should only be used in permissible cases; its main application is where the spacer 2 or the entire device runs horizontally and therefore the entire weight the disc 4 supported on the end of the spacer. A spacer made entirely of elastomer would bend unless the weight of the washer 4 was absorbed by special support elements such as angle profile strips or brackets. However, since the washer 4 mostly rests on individual blocks (not shown) and therefore not directly on the spacer 2, it is sufficient to provide the all-metal design where these blocks (the so-called block) are located; in between is the cold and sound absorbing elastomer design.

Besondere Beachtung muss der Ausbildung der seitlichen Ver­zahnung 24 geschenkt werden. Das gegen Durchbiegung relativ weiche Elastomer-Material des Distanzhalters 2 führt dazu, dass die diese Verzahnung tragenden Schenkel 21 sich ohne grössere Kraftaufwendung auseinander biegen lassen. Das er­leichtert zwar die Montage der Abdeckprofilleiste 3 und ist aus dieser Hinsicht erwünscht. Andererseits besteht die Ge­fahr, dass die Schenkel bei grösseren Zugkräften, die durch den Fuss der Abdeckprofilleiste 3 auf sie einwirken, nach aussen ausweichen können, sodass die Verankerung nicht mehr gewährleistet ist. Durch eine leichte Hinterschneidung, d.h. Schrägstellung der die Zugkraft übertragenden Zahnbereiche um ca. 15° wird das Biegemoment, das auf die Schenkel 21 des Distanzhalters 2 einwirkt, kompensiert. Es ist aber auch möglich, anstelle der Schrägstellung eine zusätzliche Ver­zahnung zwischen den Zahnrippen des Distanzhalters und denen der Abdeckprofilleiste vorzusehen, die ebenfalls ein Auseinan­dergleichen verhindet. Eine solche Verzahnung ist in Figur 3 dargestellt; man erkennt hier, dass jeder Zahn der Verzahnung 24 an seiner Oberseite zuerst einen horizontalen Abschnitt 28 und daran anschliessend eine nach oben ragende Ausnehmung 29 aufweist.Particular attention must be paid to the formation of the side toothing 24. The elastomer material of the spacer 2, which is relatively soft to prevent deflection, leads to the fact that the legs 21 carrying this toothing can be bent apart without great effort. Although this facilitates the assembly of the cover profile strip 3 and is desirable in this regard. On the other hand, there is a risk that the legs can move outwards in the event of greater tensile forces which act on them through the foot of the cover profile strip 3, so that anchoring is no longer guaranteed. By a slight undercut, i.e. Inclination of the tooth areas transmitting the tensile force by approx. 15 ° compensates for the bending moment which acts on the legs 21 of the spacer 2. However, it is also possible to provide an additional toothing between the toothed ribs of the spacer and those of the cover profile strip instead of the inclined position, which also prevents the teeth from being compared to one another. Such a toothing is shown in Figure 3; It can be seen here that each tooth of the toothing 24 first has a horizontal section 28 on its upper side and then a recess 29 projecting upwards.

Schliesslich ist noch die Abdeckprofilleiste 3 zu erwähnen. Sie weist wie ersichtlich die einfachste Form aller drei Teile auf, nämlich im wesentlichen eine Pilzform, mit zwei Dichtlippen 31 und einem Verankerungsfuss 32 mit einer Ver­zahnung 33, die in die Verzahnung 24 des Distanzhalters 2 passt; um das Eintreiben zu erleichtern, können wie ersicht­lich die ersten Zähne der Verzahnung 33 weniger breit als die nachfolgenden ausgeführt sein. Zwecks Materialersparnis können Hohlräume, hier zwei Hohlräume 34, 35 vorgesehen sein; bei Bedarf können auch sie mit Versteifungsstäben aus Metall ausgefüllt werden.Finally, the cover profile strip 3 should also be mentioned. As can be seen, it has the simplest shape of all three parts, namely essentially a mushroom shape, with two sealing lips 31 and an anchoring foot 32 with a toothing 33 which fits into the toothing 24 of the spacer 2; In order to facilitate driving in, as can be seen, the first teeth of the toothing 33 can be made less wide than the following ones. To save material, cavities, here two cavities 34, 35 can be provided; if necessary, they can also be filled with stiffening bars made of metal.

Die Verzahnung 33 wird in die Verzahnung 24 nur soweit einge­führt, wie es die jeweilige Dicke der Scheibe 4 erfordert. Schon dadurch wird eine Anpassung an die vorhandene Vielfalt der Scheiben erreicht. Sie wird aber noch dadurch weiter ver­bessert, dass für den Distanzhalter 2 (und nur für diesen) Ausführungen von verschiedenen Höhen hergestellt werden. Die Profilleisten 1 und 3 bleiben stets unverändert. Somit ist mit einem Minimum von an Lager liegenden Teilen 1 - 3 ein vollständiges Eingehen auf alle Scheibendicken möglich.The toothing 33 is inserted into the toothing 24 only to the extent required by the respective thickness of the disk 4. This alone allows adaptation to the existing variety of discs. However, it is further improved by producing versions of different heights for the spacer 2 (and only for this). Profile strips 1 and 3 always remain unchanged. Thus, with a minimum of parts 1 - 3 in stock, a complete response to all pane thicknesses is possible.

Sind mehrere, reihenförmig neben- bzw. übereinander angeord­nete Glasscheiben oder Fassadenelemente 4 vorhanden, von denen jede bzw. jedes durch die Einrichtung eingefasst ist, ergibt sich die Notwendigkeit einer kreuzweisen Anordnung der letzteren, mit zahlreichen Knotenpunkten. Wie en solcher ausgebildet ist, zeigen die Figuren 4 und 5. Von der in der Falllinie liegenden Einrichtung laufen der Flachstreifen 11 und der Distanzhalter 2 durch oder werden allenfalls stirn­seitig mit denselben Teilen einer neuen Einrichtung verbun­den. Nicht durchgehend sind die Auflager- und Dichtunggsbe­reiche 12; sie werden an der Stelle, an der eine quer zur ersten verlaufende, meist horizontale Einrichtung einmündet, entfernt. Die letztere wird so mit der ersteren verbunden, dass die Flachstreifen 11 eine ebene Fläche ergeben, die den Boden der Kanäle 19 (Figur 1) bildet. Zu diesem Zweck endet der Distanzhalter 2 der horizontal verlaufenden Ein­richtung an der Mündungsstelle. Damit kann auch Wasser aus dieser Einrichtung in die in der Falllinie liegende fliessen und dort entsprechend den Pfeilen in Figur 4 ablaufen, denn in der Falllinie laufen mit dem Distanzhalter 2 auch die er­wähnten Kanäle in ihrer vollen Breite durch, insbesondere ihre durch die Anteile des Flachstreifens 11 gebildeten Ka­nalböden, welche stufen- und fugenlos und damit wasserdicht verlaufen. Die aneinananderstossenden Auflager- und Dichtungs­bereiche 12 der beiden Einrichtungen werden unter einem Win­kel von 45° bzw. generell in der Winkelhalbierenden der bei­den Einrichtungen geschnitten, also in Gehrung; die Bereiche 12 der horizontal verlaufenden Einrichtungen sind, wie aus Figur 4 ersichtlich, über die Enden der Flachstreifen hinaus verlängert, um an die Bereiche 12 der in der Falllinie ver­laufenden Einrichtung anschliessen zu können. Das Zuschneiden und das anschliessende Verkleben der Einrichtungen kann auf der Baustelle erfolgen; es können aber auch Knotenpunkte im Herstellerwerk vorfabriziert werden, an welche von den Ein­richtungen ihre Profilleisten 1,3, evt. auch die Distanzhal­ter 2, stirnseitig angeschlossen (stumpf gestossen) und dann mit ihnen verklebt werden. Darüber hinaus ist es auch möglich, im Werk bereits ein ganzes Netzwerk von solchen Einrichtungen zu fertigen, indem diese innerhalb einer Form im Knotenpunkt­bereich zusammen vulkanisiert werden.If there are a plurality of glass panes or facade elements 4 arranged next to or above one another in rows, each of which is surrounded by the device, there is a need for a crosswise arrangement of the latter, with numerous nodes. FIGS. 4 and 5 show how such a structure is formed. The flat strip 11 and the spacer 2 run through the device lying in the falling line or are connected at the end to the same parts of a new device. The support and sealing areas 12; they are removed at the point at which a, usually horizontal, device that crosses the first opens. The latter is connected to the former in such a way that the flat strips 11 result in a flat surface which forms the bottom of the channels 19 (FIG. 1). For this purpose, the spacer 2 of the horizontally extending device ends at the mouth. Water can also flow from this device into the one lying in the falling line and run there according to the arrows in FIG. 4, because in the falling line the spacers 2 also run through the full width of the above-mentioned channels, in particular their channel floors formed by the portions of the flat strip 11, which run without steps and joints and thus waterproof. The abutting bearing and sealing areas 12 of the two devices are cut at an angle of 45 ° or generally in the bisector of the two devices, that is to say in a miter; the areas 12 of the horizontally extending devices, as can be seen from FIG. 4, are extended beyond the ends of the flat strips in order to be able to connect to the areas 12 of the device running in the falling line. The equipment can be cut to size and then glued on site; However, it is also possible to prefabricate nodes in the manufacturing plant, to which the devices connect their profile strips 1, 3, possibly also the spacers 2, on the end face (butt joint) and then glue them to them. In addition, it is also possible to manufacture a whole network of such devices in the factory by vulcanizing them together within a mold in the area of the node.

Während die Teile 1, 2 der Einrichtungen in den Knotenpunkt wie erwähnt zusammengebracht werden, führt man die Abdeck­profilleisten 3 gemäss Figur 5 zusammen, also auf Gehrung, d.h. mit unter 45° bzw. dem halben Winkel zu den jeweiligen Längsachsen spitz verlaufenden Enden, die dann ebenfalls verklebt oder vulkanisiert werden. Auch hier kann die Verbin­dung auf der Baustelle oder mit vorfabrizierten Formteilen bzw. einem vorfabrizierten Netzwerk ausgeführt werden.While the parts 1, 2 of the devices are brought together in the node as mentioned, the covering profile strips 3 are brought together according to FIG. with ends tapering at 45 ° or half the angle to the respective longitudinal axes, which are then also glued or vulcanized. Here, too, the connection can be made on the construction site or with prefabricated molded parts or a prefabricated network.

In der Regel werden die in der Falllinie verlaufenden Ein­richtungen bzw. ihre Teile 1 - 3 unten und oben offen gelas­sen, sodass sie sich entwässern können, und ferner auch ei­ne geringe Luftzirkulation mögich ist. Oben wird durch ei­ne dachförmige Abdeckung (nicht dargestellt) der Zutritt von Regenwasser verhindert. Bei grösseren Einrichtungen reicht die genannte Belüftung jedoch nicht mehr aus, und es müssen dann zusätzliche Belüftungsanordnungen vorgesehen werden. Hierzu werden zwei Bohrungen 5 in die Dichtlippen 31 der Abdeckprofilleiste 3 der in Falllinie verlaufenden Einrich­tungen eingeführt und dann in jede Bohrung 5 ein Rohr 6 so eingesetzt, dass es von der Bohrung aus schräg nach oben an­steigt. Die Höhendifferenz zwischen dem inneren Rohrende und dem höchsten Punkt der Mündung an der Bohrung 5 sollte mindestens 30mm betragen, um ein Eindringen von Schlagregen in die Einrichtung, d.h. in die Kanäle 19 (Figur 1) zu ver­meiden. Die Neigung des Rohres richtet sich daher nach der Neigung der in der Falllinie verlaufenden Einrichtung, ent­sprechend ist der Neigungswinkel der Bohrung 5 zu wählen.As a rule, the devices running in the falling line or their parts 1 - 3 are left open at the bottom and top so that they can drain and a small amount of air circulation is also possible. The entry of rainwater is prevented by a roof-shaped cover (not shown). Enough for larger institutions said ventilation, however, no longer, and additional ventilation arrangements must then be provided. For this purpose, two holes 5 are inserted into the sealing lips 31 of the cover profile strip 3 of the devices running in the falling line and then a tube 6 is inserted into each hole 5 such that it rises obliquely upwards from the hole. The height difference between the inner pipe end and the highest point of the mouth at the bore 5 should be at least 30 mm in order to prevent driving rain from penetrating into the device, ie into the channels 19 (FIG. 1). The inclination of the tube therefore depends on the inclination of the device running in the falling line, and the angle of inclination of the bore 5 must be selected accordingly.

Es wurde bereits eingangs erwähnt, dass zur Erzielung einer einwandfreien Halterung und Abdichtung nicht nur eine beson­dere Formgebung der Einrichtung, sondern auch die Wahl des am besten geeigneten Materials eine Rolle spielt, da sowohl Material wie Formgebung miteinander wirken müssen. Die Ein­richtung besteht daher aus Elastomer (für den Distanzhalter kann wie schon erwähnt bei Bedarf auch ein anderes Material in Frage kommen). Als zweckmässig hat sich ein solches mit einem Elastizitätsmodul von 30 - 60 N/mm² erwiesen; der ge­eignete Wert wird von Fall zu Fall aufgrund der zu erwarten­den Beanspruchungen sowie der Konstruktionsdetails festge­legt.It was already mentioned at the beginning that not only a special shape of the device, but also the choice of the most suitable material plays a role in order to achieve a perfect mounting and sealing, since both the material and the shape have to work together. The device is therefore made of elastomer (for the spacer, as already mentioned, a different material can also be used if necessary). One with a modulus of elasticity of 30-60 N / mm² has proven to be expedient; the appropriate value is determined on a case-by-case basis based on the expected loads and the construction details.

Claims (13)

1. Einrichtung, im wesentlichen aus Elastomer, zum gleichzei­tigen Halten und Abdichten von Festverglasungen oder Füll­elementen an ebenen oder gewölbten Gebäudeaussenseiten, gekennzeichnet durch eine erste, gegen die Glasscheiben oder Füllelemente (4) von deren einer Sei­te her anliegende und zum Uebertragen von Gewichts- und Druckkräften auf das Gebäude bestimmten Grundprofilleiste (1), einen in der Mitte ihres Querschnitts angeordneten und im wesentlichen senkrecht von ihr abstehenden Distanzhalter (2) und eine auf diesen aufgesetzten, gegen die Glasschei­ben oder Füllelemente (4) von deren anderen Seite her an­zuliegen bestimmte Abdeckprofilleiste (3).1. Device, essentially made of elastomer, for the simultaneous holding and sealing of fixed glazing or filling elements on flat or curved outer sides of the building, characterized by a first, against the glass panes or filling elements (4) from one side and for transferring weight and Pressure forces on the building determined basic profile strip (1), a spacer (2) arranged in the middle of its cross-section and projecting essentially perpendicularly from it, and a covering profile strip which is placed thereon and lies against the glass panes or filling elements (4) from the other side thereof (3). 2. Einrichtung nach Anspruch 1, dadurch gekenn­zeichnet, dass mindestens die Grundprofilleiste (1) und die Abdeckprofilleiste aus Elastomer von einem Elasti­zitätsmodul von 30 - 60 N/mm² bestehen.2. Device according to claim 1, characterized in that at least the base profile strip (1) and the cover profile strip consist of elastomer with a modulus of elasticity of 30-60 N / mm². 3. Einrichtung nach Anspruch 1, dadurch gekenn­zeichnet, dass die Grundprofilleiste (1) aus einem Flachstreifen (11) und aus auf dessen Längsrändern aufge­setzten, senkrecht zu ihm (11) abstehenden Auflager- und Dichtungsbereichen (12) besteht, wobei jeder dieser Be­reiche (12) aus einer Rippe (13) mit beidseitig von ihr (13) abstehenden Dichtlippen (14) und einem auf der Rippe (13) angeordneten, zwischen den Dichtlippen herausragenden Vor­sprung (15) mit einer konvexen Auflagefläche (16) zusam­ mengesetzt ist.3. Device according to claim 1, characterized in that the basic profile strip (1) consists of a flat strip (11) and on its longitudinal edges, perpendicular to it (11) projecting support and sealing areas (12), each of these areas ( 12) comprising a rib (13) with sealing lips (14) projecting from it on both sides (13) and a projection (15) arranged on the rib (13) and projecting between the sealing lips with a convex bearing surface (16) is set. 4. Einrichtung nach Anspruch 1, dadurch gekenn­zeichnet, dass der Distanzhalter (2) und die Ab­deckprofilleiste (3) über Verzahnungen (24, 33) miteinan­der verbunden sind, mit deren Hilfe der Abstand der Ab­deckprofilleiste (3) von der Grundprofilleiste (1) inner­halb eines Bereiches einstellbar ist.4. Device according to claim 1, characterized in that the spacer (2) and the cover profile strip (3) via gears (24, 33) are interconnected, with the aid of which the distance of the cover profile strip (3) from the base profile strip (1) within of an area is adjustable. 5. Einrichtung nach Anspruch 3, dadurch gekenn­zeichnet, dass die Rippe (13) unmittelbar unterhalb der Dichtlippen (14) eine Einschnürung (17) aufweist.5. Device according to claim 3, characterized in that the rib (13) immediately below the sealing lips (14) has a constriction (17). 6. Einrichtung nach Anspruch 3, dadurch gekenn­zeichnet, dass der Flachstreifen (11) in seiner Mitte wenigstens eine Rippe (18) aufweist, auf die eine entsprechend geformte Ausnehmung (26) des Distanzhalters (2) passt, um diesen in bezug auf die Grundprofilleiste (1) zu zentrieren.6. Device according to claim 3, characterized in that the flat strip (11) has in its center at least one rib (18) on which a correspondingly shaped recess (26) of the spacer (2) fits to this with respect to the base profile bar (1) center. 7. Einrichtung nach den Ansprüchen 1 und 4, dadurch gekennzeichnet, dass der Distanzhalter (2) aus zwei parallelen Schenkeln (21), an denen die Verzah­nung (24) des Distanzhalters angebracht ist, sowie aus wenigstens einem die Schenkel (21) verbindenden Quersteg (22) besteht, der in einem Abstand von den einen Enden der Schenkel angebracht ist.7. Device according to claims 1 and 4, characterized in that the spacer (2) from two parallel legs (21) on which the teeth (24) of the spacer is attached, and from at least one cross leg connecting the legs (21) (22), which is mounted at a distance from one end of the legs. 8. Einrichtung nach Anspruch 7, dadurch gekenn­zeichnet, dass zwei Querstege (22, 23) vorhanden sind, die zusammen mit den Schenkeln einen Hohlraum (25) bilden, der zur Aufnahme eines Stabes aus einem härteren Material als dasjenige des Distanzhalters verwendbar ist.8. Device according to claim 7, characterized in that two transverse webs (22, 23) are present, which together with the legs form a cavity (25) which can be used to receive a rod made of a harder material than that of the spacer. 9. Einrichtung nach Anspruch 2, dadurch gekenn­zeichnet, dass der Distanzhalter (2) wenigstens teilweise aus einem anderen Material als die Grundprofil­leiste (1) und die Abdeckprofilleiste (3) besteht.9. Device according to claim 2, characterized in that the spacer (2) consists at least partially of a different material than the basic profile strip (1) and the cover profile strip (3). 10. Einrichtung nach den Ansprüchen 1 und 4, dadurch gekennzeichnet, dass die Abdeckprofilleiste (3) einen im wesentlichen pilzförmigen Querschnitt, mit zwei Dichtlippen (31) und einem Verankerungsfuss (32), an dem die Verzahnung (33) angebracht ist aufweist.10. Device according to claims 1 and 4, characterized in that the cover profile strip (3) has a substantially mushroom-shaped cross section, with two sealing lips (31) and an anchoring foot (32) on which the toothing (33) is attached. 11. Einrichtung nacb Anspruch 7, dadurch gekenn­zeichnet, dass für sehr verschieden dicke Glas­scheiben oder Füllelemente (4) die Grundprofilleiste (1) und die Abdeckprofilleiste(3) stets dieselben sind und nur der Distanzhalter (2) gegen einen solchen mit anderer Höhe austauschbar ist.11. The device according to claim 7, characterized in that for very different thickness glass panes or fillers (4), the base profile strip (1) and the cover profile strip (3) are always the same and only the spacer (2) is interchangeable with one with a different height . 12. Einrichtung nach Anspruch 3, dadurch gekenn­zeichnet, dass jeder Auflager- und Dichtungsbe­reich (12), die ihm zugewandte Seite des Distanzhalters (2) und der dazwischenliegende Teil des Flachstreifens (11) einen Kanal (19) für das Abfliessen von allenfalls eingedrungenem Wasser bilden.12. The device according to claim 3, characterized in that each support and sealing area (12), the side of the spacer (2) facing it and the intermediate part of the flat strip (11) a channel (19) for the drainage of any water that may have penetrated form. 13. Einrichtung nach Snspruch 12, dadurch gekenn­zeichnet, dass der die eine Wand des Kanals (19) bildende Auflager- und Dichtungsbereich (12) einen Unter­bruch aufweist, um dort einen Knotenpunkt mit einer an­dern gleichen, mit dieser unter einem Winkel zusammen­treffenden Einrichtung zu bilden, während der den Boden des Kanals (19) bildende Teil des Flachstreifens (11) un­verändert durchgeführt ist.13. Device according to Snspruch 12, characterized in that the one wall of the channel (19) forming the support and sealing area (12) has an interruption in order to form a node with another same device that meets it at an angle , While the part of the flat strip (11) forming the bottom of the channel (19) is carried out unchanged.
EP87810134A 1986-04-25 1987-03-09 Device for simultaneously holding in place and sealing fixed glazings at outer building surfaces Expired - Lifetime EP0244349B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT87810134T ATE69478T1 (en) 1986-04-25 1987-03-09 DEVICE FOR SIMULTANEOUSLY HOLDING AND SEALING FIXED GLAZING ON THE EXTERIOR OF BUILDINGS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1699/86A CH671998A5 (en) 1986-04-25 1986-04-25
CH1699/86 1986-04-25

Publications (3)

Publication Number Publication Date
EP0244349A2 true EP0244349A2 (en) 1987-11-04
EP0244349A3 EP0244349A3 (en) 1987-12-16
EP0244349B1 EP0244349B1 (en) 1991-11-13

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EP87810134A Expired - Lifetime EP0244349B1 (en) 1986-04-25 1987-03-09 Device for simultaneously holding in place and sealing fixed glazings at outer building surfaces

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Country Link
EP (1) EP0244349B1 (en)
AT (1) ATE69478T1 (en)
CH (1) CH671998A5 (en)
DE (1) DE3774480D1 (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1989004408A1 (en) * 1987-11-12 1989-05-18 Dätwyler Ag Covering profile strip for permanent glazing or filling elements on building exteriors
DE4007847A1 (en) * 1990-03-12 1991-09-19 Filser & Soehne Metallbau Gmbh Glazed facade joint with cover strip - has toothed flange on cover strip locking in recess in support between panes
DE4218351A1 (en) * 1992-06-04 1993-12-16 Mero Raumstruktur Gmbh & Co Sealing system for single or cover elements of building roofs and facades
EP0610102A1 (en) 1993-02-05 1994-08-10 Ultraframe Plc Roof beams
ES2076851A2 (en) * 1992-09-07 1995-11-01 Aguirregabiria Benito Lauret Screw with elastic head for fastening glass panels in buildings
DE29612381U1 (en) * 1996-07-23 1996-09-12 Knak, Ulrich-Joachim, 40723 Hilden Device for the thermally insulated fastening of flat components
GB2304365A (en) * 1995-08-18 1997-03-19 David Melville Jones Glazing bar and gasket for mounting infill panels
GB2307263A (en) * 1995-11-15 1997-05-21 Peter Anthony Boyce Panel sealing structure
EP1001106A1 (en) * 1998-11-09 2000-05-17 Dätwyler AG Schweizerische Kabel-, Gummi- und Kunststoffwerke Profiled strip made of rubber elastic material for covering roof ridges
GB2352757A (en) * 1999-06-08 2001-02-07 Adrian James Whiles Glazing system for securing a window in an opening
FR2805882A1 (en) 2000-03-03 2001-09-07 Concept Alu Composite section of strips forming a rebate to cover the joint of adjoining panels with different thickness
DE102014013026A1 (en) * 2014-09-02 2016-03-03 Lamilux Heinrich Strunz Gmbh Supporting structure for arranging panels
US20200270870A1 (en) * 2011-11-15 2020-08-27 New Standards Manufacturing Co. System and method for aligning and leveling tile

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006000893A1 (en) * 2006-01-04 2007-07-05 A & S Bäder GmbH & Co. Equalizing profile for cover of spaces or joints between wall covering and profile or window pane, is adaptable to contour of wall covering or profile or windowpane
SG191110A1 (en) 2010-12-23 2013-07-31 Saint Gobain Performance Plast Structural glazing spacer

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE644625A (en) *
FR2093326A5 (en) * 1970-06-10 1972-01-28 Blaison Michel
GB1350917A (en) * 1970-09-29 1974-04-24 Jones S E Glazing bars
FR2312636A1 (en) * 1975-05-26 1976-12-24 Roehm Gmbh PROFILED CROSSBODY FOR GLAZING
EP0001948A1 (en) * 1977-10-28 1979-05-16 SMAC ACIEROID Société dite: Fastening device for glazing elements or the like
FR2418325A1 (en) * 1978-02-25 1979-09-21 Roehm Gmbh REEQUIPMENT CROSSMER FOR GLASS SUPPORTS
FR2455158A1 (en) * 1979-04-24 1980-11-21 Dursapt Henri Composite T=section glazing bar for georgian window - adjusts to pane thickness using clip-on flanges with plastics web
DE3202352A1 (en) * 1982-01-26 1983-08-11 W. Hartmann & Co (Gmbh & Co), 2000 Hamburg Composite section for window bars and window-bar cross formed therefrom
EP0092078A2 (en) * 1982-04-16 1983-10-26 Gebhardt, Manfred Arrangement for clamping the edges of glass panes, in particular at the construction of greenhouses
DE8510255U1 (en) * 1985-04-06 1985-06-13 Klez, Hans-Peter, 5442 Mendig Profile element kit for holding panels

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE899303A (en) * 1984-03-30 1984-07-16 Bogaert P E E J Seal for double-glazing panel - comprises flexible strip incorporating ribs which form drainage channels for condensation

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE644625A (en) *
FR2093326A5 (en) * 1970-06-10 1972-01-28 Blaison Michel
GB1350917A (en) * 1970-09-29 1974-04-24 Jones S E Glazing bars
FR2312636A1 (en) * 1975-05-26 1976-12-24 Roehm Gmbh PROFILED CROSSBODY FOR GLAZING
EP0001948A1 (en) * 1977-10-28 1979-05-16 SMAC ACIEROID Société dite: Fastening device for glazing elements or the like
FR2418325A1 (en) * 1978-02-25 1979-09-21 Roehm Gmbh REEQUIPMENT CROSSMER FOR GLASS SUPPORTS
FR2455158A1 (en) * 1979-04-24 1980-11-21 Dursapt Henri Composite T=section glazing bar for georgian window - adjusts to pane thickness using clip-on flanges with plastics web
DE3202352A1 (en) * 1982-01-26 1983-08-11 W. Hartmann & Co (Gmbh & Co), 2000 Hamburg Composite section for window bars and window-bar cross formed therefrom
EP0092078A2 (en) * 1982-04-16 1983-10-26 Gebhardt, Manfred Arrangement for clamping the edges of glass panes, in particular at the construction of greenhouses
DE8510255U1 (en) * 1985-04-06 1985-06-13 Klez, Hans-Peter, 5442 Mendig Profile element kit for holding panels

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1989004408A1 (en) * 1987-11-12 1989-05-18 Dätwyler Ag Covering profile strip for permanent glazing or filling elements on building exteriors
DE4007847A1 (en) * 1990-03-12 1991-09-19 Filser & Soehne Metallbau Gmbh Glazed facade joint with cover strip - has toothed flange on cover strip locking in recess in support between panes
DE4218351A1 (en) * 1992-06-04 1993-12-16 Mero Raumstruktur Gmbh & Co Sealing system for single or cover elements of building roofs and facades
ES2076851A2 (en) * 1992-09-07 1995-11-01 Aguirregabiria Benito Lauret Screw with elastic head for fastening glass panels in buildings
EP0610102A1 (en) 1993-02-05 1994-08-10 Ultraframe Plc Roof beams
GB2275958A (en) * 1993-02-05 1994-09-14 Ultraframe Plc Roof glazing bar with upper and lower cappings
GB2275958B (en) * 1993-02-05 1996-08-07 Ultraframe Plc Roof beams
EP0610102B1 (en) * 1993-02-05 1999-09-08 Ultraframe (Uk) Limited Roof beams
GB2304365A (en) * 1995-08-18 1997-03-19 David Melville Jones Glazing bar and gasket for mounting infill panels
GB2304365B (en) * 1995-08-18 1999-05-05 David Melville Jones Improvements in panel support systems
GB2307263A (en) * 1995-11-15 1997-05-21 Peter Anthony Boyce Panel sealing structure
DE29612381U1 (en) * 1996-07-23 1996-09-12 Knak, Ulrich-Joachim, 40723 Hilden Device for the thermally insulated fastening of flat components
EP1001106A1 (en) * 1998-11-09 2000-05-17 Dätwyler AG Schweizerische Kabel-, Gummi- und Kunststoffwerke Profiled strip made of rubber elastic material for covering roof ridges
GB2352757A (en) * 1999-06-08 2001-02-07 Adrian James Whiles Glazing system for securing a window in an opening
FR2805882A1 (en) 2000-03-03 2001-09-07 Concept Alu Composite section of strips forming a rebate to cover the joint of adjoining panels with different thickness
US20200270870A1 (en) * 2011-11-15 2020-08-27 New Standards Manufacturing Co. System and method for aligning and leveling tile
US11598104B2 (en) * 2011-11-15 2023-03-07 New Standards Manufacturing Co. System and method for aligning and leveling tile
DE102014013026A1 (en) * 2014-09-02 2016-03-03 Lamilux Heinrich Strunz Gmbh Supporting structure for arranging panels

Also Published As

Publication number Publication date
ATE69478T1 (en) 1991-11-15
DE3774480D1 (en) 1991-12-19
CH671998A5 (en) 1989-10-13
EP0244349A3 (en) 1987-12-16
EP0244349B1 (en) 1991-11-13

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