EP3088620A1 - Glazing with support structure for insulating glass panes - Google Patents
Glazing with support structure for insulating glass panes Download PDFInfo
- Publication number
- EP3088620A1 EP3088620A1 EP16166457.8A EP16166457A EP3088620A1 EP 3088620 A1 EP3088620 A1 EP 3088620A1 EP 16166457 A EP16166457 A EP 16166457A EP 3088620 A1 EP3088620 A1 EP 3088620A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- insulating glass
- steel profile
- edge
- structure according
- panes
- 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
Links
- 239000011521 glass Substances 0.000 title claims abstract description 119
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 86
- 239000010959 steel Substances 0.000 claims abstract description 86
- 210000001503 joint Anatomy 0.000 claims abstract description 31
- 238000010276 construction Methods 0.000 claims description 18
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 description 17
- 230000001070 adhesive effect Effects 0.000 description 17
- 210000002414 leg Anatomy 0.000 description 16
- 239000005341 toughened glass Substances 0.000 description 9
- 239000006228 supernatant Substances 0.000 description 8
- 125000006850 spacer group Chemical group 0.000 description 6
- 239000002131 composite material Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 238000004026 adhesive bonding Methods 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000005336 safety glass Substances 0.000 description 3
- 229930040373 Paraformaldehyde Natural products 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 238000009833 condensation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- -1 for example Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229920006324 polyoxymethylene Polymers 0.000 description 2
- 229920002635 polyurethane Polymers 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 229920002379 silicone rubber Polymers 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 210000000689 upper leg Anatomy 0.000 description 2
- 238000005273 aeration Methods 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009795 derivation Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 210000003414 extremity Anatomy 0.000 description 1
- 239000005357 flat glass Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000005340 laminated glass Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000013464 silicone adhesive Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0046—Loggias
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof 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
- E04D3/06—Roof 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
- E04D3/08—Roof 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
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/54—Fixing of glass panes or like plates
- E06B3/5427—Fixing of glass panes or like plates the panes mounted flush with the surrounding frame or with the surrounding panes
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/66—Units comprising two or more parallel glass or like panes permanently secured together
- E06B3/6617—Units comprising two or more parallel glass or like panes permanently secured together one of the panes being larger than another
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/66—Units comprising two or more parallel glass or like panes permanently secured together
- E06B3/6621—Units comprising two or more parallel glass or like panes permanently secured together with special provisions for fitting in window frames or to adjacent units; Separate edge protecting strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/12—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of other material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof 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
- E04D3/06—Roof 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
- E04D3/08—Roof 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
- E04D2003/0806—Roof 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 one single extruded or rolled metal part
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof 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
- E04D3/06—Roof 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
- E04D3/08—Roof 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
- E04D2003/0868—Mutual connections and details of glazing bars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof 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
- E04D3/06—Roof 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
- E04D3/08—Roof 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
- E04D2003/0887—Glazing bars for coverings consisting of more than one sheet or glass pane
Definitions
- the invention relates to a support structure for insulating glass panes in particular for space-forming glazings such as conservatories, pavilions and the like. They are usually constructed of multi-pane insulating glass and comprise a steel construction that is as restrained as possible in order to minimize the "airy" and light-flooded impression of the glass structure.
- the DE 2010 015 999 U1 relates to an arrangement with a roof-supported roof glazing, this and the side walls are made of glass panes and in which the support of vertical supports are held.
- the supporting beams each consist of strip-shaped, consisting of several glass panes laminated glass plates, wherein the connection between each support and a support by correspondingly shaped metal parts, which between two glass panes in a section of an intervening glass or by other metal parts between the two glass panes , An insulating glass plate forming the roof glazing and / or a side wall, are attached and glued to these.
- the relevant metal parts the mechanical connection of two glass plates is generated.
- the carrying capacity of this arrangement is limited.
- the DE10 2013 217 600 A1 relates to a glass facade with internal support structure comprising at least one support element and at least two glass façade elements, wherein the glass façade elements are connected at at least one fastening edge with the at least one support element.
- the carrier element has two wings which are respectively engaged in laterally open spaces between the glass panes, wherein the carrier element and the glass facade elements are configured such that the carrier element is substantially completely enclosed by the glass facade elements in a plane perpendicular to its longitudinal extent. In the absence of anchoring the carrier element to a supporting structure beyond the glass panes, it should only serve to connect the glass panes with each other, but otherwise be largely insignificant statically.
- the object of the invention is therefore to provide an all-glass construction for conservatories, pavilions or the like made of insulating glass panes, which has a high load capacity and the steel structure is still optically unobtrusive.
- the support structure comprises a steel profile which can be mounted on an abutment and at least two insulating glass panes with an edge seal at their edges, with a butt joint between the insulating glass panes, the steel profile acting as an armature or at least as a partial section of an armature extends in the butt joint and parallel to the edges and engages with at least a portion in the edge bond of an insulating glass pane.
- An anchor in the construction industry is to be understood as a component which, due to its tensile strength, connects different and as a rule non-similar components to one another.
- insulating glass panes of a glass front can be anchored to an independent building as an abutment made of steel or reinforced concrete.
- wind pressure and suction forces acting on vertical insulating glass panes can be absorbed by the armature and removed at the abutment in order to ensure the stability of the glass front of, for example, a conservatory.
- the construction according to the invention thus starts from an abutment such as a building exterior wall or a steel structure, to which it and in particular the steel profile adjoins.
- an abutment such as a building exterior wall or a steel structure, to which it and in particular the steel profile adjoins.
- the individual panes of their multi-pane insulating glazings consist of individual panes with an edge composite to which the individual panes are adhesively sealed and sealed airtight to form an evacuated or gas-filled space between the panes.
- the edge seal forms a narrow end face of an insulating glass pane.
- spacers are glued between the individual panes, in addition to a defined distance to provide for a peripheral sealing of the space between the panes.
- Adjacent insulating glass meet each other at the butt joints, so that the edge bond of a first insulating glass pane comes to lie parallel to the edge seal of a second insulating glass pane.
- a butt joint can basically occur between two insulating glass panes, which lie largely in one plane. Unlike a scale impact, the insulating glass do not overlap on such a joint.
- a butt joint can also occur between two insulating glass panes, which are at an angle to each other. At a corner of the building, the angle is regularly 90 °, but it can differ both in the direction of higher values and in the opposite direction. At one corner, the insulating glass panes according to the invention overlap only on the front side of an insulating glass pane.
- the steel profile runs essentially in the region of the butt joint, so that it is arranged between the two insulating glass panes of a butt joint and thus runs parallel to the edges of the insulating glass panes.
- the steel profile engages with a section in the edge bond of an insulating glass to keep it from its narrow end face.
- the engagement of the steel profile in the edge bond represents a quasi "invisible” holding device of the insulating glass.
- the steel profile and its engaging in the edge compound section are "hidden" as it were in the butt joint or in the edge bond.
- the invention uses the already required edge bond of the insulating glass in addition to their attachment to the steel profile. Unlike a screw connection in the edge bond perpendicular to the window plane, no elaborate drilling through of a glass pane is required. Rather, the invention offers the possibility of both a linear and a selective retention of the insulating glass pane on the edge bond. Thus, it can be adapted to different loads with little design effort, for example by varying the distances of the sections in a punctual mount or by varying the length of the sections in a linear mount.
- the steel profile offers cutting or coupling points, as a rule at its longitudinal ends, with which it, for example, connects flush with the glass panes on the abutment or extends out of the butt joint of the glass panes.
- the steel profile may form a ring anchor or at least a portion of a ring anchor.
- the ring anchor is an annularly closed component made of steel, which prevents falling apart of the converted or connected insulating glass panes by receiving a introduced into the insulating glass panes perpendicular to their plane of extension. If the ring anchor composed of individual sections, so the connections of the sections must be able to absorb sufficient tensile stress each other.
- the ring anchor can be composed of the steel profile and an abutment, followed by the steel profile.
- the abutment can in turn in a steel structure or in a concrete structure which is steel-reinforced. In any case, the abutment complements the steel profile - not necessarily in geometric, but at least in static terms - to a ring.
- the steel profile can therefore have at least one coupling section for connecting a tension element orthogonal to its extension direction.
- the tension element can support the steel profile on the abutment or clamp it against the abutment.
- the tension element can also produce a support or tension on an opposite steel profile as part of the same ring anchor.
- the coupling portion is not located at the ends of the steel profile, but in the course beyond and beyond its ends to support the steel profile in a central region.
- the steel profile can form a tie rod of an anchor head and an anchor shaft.
- an anchor head is the section of the steel profile to be understood, which is held in the edge bond of the insulating glass pane.
- the armature shaft forms a transverse thereto coupling portion of the steel profile, which allows a connection to a tension element.
- the anchor shaft thus provides a mounting surface for attachment of the tension element, so that it can ablate forces orthogonal to the extension direction of the steel profile on an abutment.
- the orientation of the armature shaft itself is of minor importance, as long as the tension element can be attached thereto in the power transmission direction of the armature.
- suitable adhesives for example, silicone adhesives in 2-component technology are known.
- the edge seal on a receiving pocket in which the portion of the steel profile is glued or is. It may represent a separate component which is introduced into the edge bond, or be formed in the spacer of the edge profile.
- the material of the receiving pocket on the one hand and the material of the section on the steel profile on the other hand allow the definition of suitable adhesive partners, to which the adhesive can be tailored.
- the arrangement of the receiving pocket allow a vote of their material regardless of the remaining material of the edge seal on the adhesive.
- the attachment of possibly separate receiving pocket on the edge bond can be done at the factory and thus with high quality, durability and reliability.
- the arrangement of a receiving pocket in the edge assembly offers the possibility of defining the dimensions of an adhesive joint between the receiving pocket on the one hand and the section of the steel profile on the other hand in particular according to the static requirements.
- the same receiving pocket can be formed or used, which can be the same or repeatable conditions in the bonding he aimed at different dimensions of insulating glass panes or their edge compound.
- the bonding in particular if it takes place on site, can be produced with high quality.
- a required or desired adhesive thickness can be set and the glue joint can be calculated more reliably.
- the receiving pocket can be formed as a glued into the edge seal U-profile.
- the edge seal U-profile forms a defined interface in the insulating glass pane for the integration of the section of the steel profile, which may be formed or loaded both linearly and selectively.
- the U-profile may be formed, for example, of aluminum or plastic, which means it with low Produce effort and integrate into the edge bond of the insulating glass with known technologies.
- the steel profile binds with a section in the insulating glass pane or in its edge bond.
- the section of the steel profile can intervene linearly, for example with a profile limb, or selectively in the edge bond.
- the portion may be formed as a tab which is integrally formed on the steel profile. It can be welded separately there or cut out of the steel profile.
- a point attachment can be advantageous in terms of the production of the bond, because it can provide shorter adhesive joints, a smaller adhesive surface and thus the advantage of a lower cost. It can also be structurally sufficient, for example, by engaging in only two places in the edge bond of an insulating glass pane.
- the inventive engagement of the steel profile in the edge bond of the insulating glass transmits substantially forces in a direction perpendicular to the held insulating glass pane, usually Windtik- and -sog concept.
- the steel profile can be additionally held or fastened in the butt joint between the insulating glass panes.
- the holder can be linear or punctiform, for example, by a Verklotzen or gluing.
- the holder With pressure forces, the holder can thus lead to a low surface pressure in the region of the edge seal of the insulating glass panes.
- a selective fixing can reduce the costs for the bond and its effort, achieve aeration or drainage between the adhesive points and thus avoid condensation.
- the steel profile can be better utilized statically by being acted upon in at least one other direction of force, namely in one of the two remaining spatial directions perpendicular to the plane of the insulating glass sliding, engages in the edge bond of the section of the steel profile.
- the steel profile itself can or only needs to be blocked (closed) between the insulating glass panes.
- the cross-sectional shape of the steel profile can be advantageously adapted to the particular installation situation, so that the steel profile remains optically unobtrusive. It may, for example, have a tube cross-section or a T or double T-profile, the stem or its transversely extending T-legs may be suitably cut out to form tabs. According to a further advantageous embodiment of the invention, an angle profile, for example, an L-shaped steel profile with two legs are used, whose at least one leg is held between the insulating glass panes.
- the leg can protrude between the insulating glass panes, so that it is quasi clamped between them - usually in a blockage - by an upper insulating glass on it and he rests on a front side of a lower insulating glass pane.
- At least one tab described above can be integrally formed at right angles.
- the steel profile With an angular or L-shaped cross section, the steel profile provides a sufficiently rigid cross-section, which is at the same time space-saving and optically relatively inconspicuous. In a building corner, especially in a gap between a glass roof and a vertical glass wall, it can be integrated almost invisibly.
- two insulating glass panes can meet at a butt joint, wherein at least one of the insulating glass panes has a glass projection of a single glass pane on its edge facing the other insulating glass pane.
- the narrow end face of the insulating glass pane can thus have a (step) fold.
- the glass projection can be formed on an outer side of the facade formed from them.
- the glass supernatant can cover a narrow longitudinal space in the region of the butt joint, in which the steel profile, its blocking and gluing and the like can be housed and thus optically concealed. From an outside, this can give the impression of a wider edge bond.
- steel profiles of different quality can be used in the manner described above.
- a stainless steel profile is used, because this can achieve a high resistance to moisture and in particular to condensation.
- the paint layer of which can not be repaired faulty and with reasonable effort, stainless steel is so far maintenance-free.
- the anchor according to the invention can in particular serve to receive horizontal loads on an upper edge of the wall glazing.
- a direction pointing towards the abutment wall glazing can be supported, for example, to absorb wind pressure forces on the roof glazing, in contrast, in the opposite direction, so in wind suction forces, it holds the anchor.
- According to a further advantageous embodiment of the invention can therefore at least partially serve a steel cable as an anchor. Because in the load direction described above occur essentially tensile forces that must be transferred to an abutment. Their derivation via the anchor can take over at least sections of a steel cable, which offers a further constructive and creative variant.
- FIG. 1 shows a spatial sketch of a glass pavilion with a length of 8.6 m, a width of 5.8 m and a height of 4.2 m. It consists of a glazed steel frame construction 1 and two on both sides of the narrow sides of the steel frame construction 1 attached glassware 2 together.
- the steel frame construction 1 represents an abutment on which the all-glass structures 2 constructed according to the invention are shot.
- joints 50 between the roof glazing 10 and the wall glazing 12 each has a horizontally arranged, lying U-shaped frame or ring anchor 14 of an angle steel profile.
- the ring anchor 14 is connected at its two ends directly and in between additionally via two tie rods 40 to the steel frame construction 1 of the pavilion.
- Horizontal loads on the roof glazing 10 such as wind pressure, snow and dead weight loads are removed in the area of the all-glass extensions 2 on three sides by the vertical wall glazing 12 arranged underneath.
- the wall glazings 12 of the all-glass extensions 2 are for wind suction and wind pressure along their lower horizontal edge in a clamping construction not further explained and along its upper horizontal edge on the butt joint 50 in the Figures 2 .
- 3 Lugs 143 described in more detail of the ring anchor 14 and stored on a blockage.
- the roof glazing 10 is connected in the horizontal direction via a blockage with the ring anchor 14 and assumes a stiffening function of the U-shaped frame of the ring anchor 14 in the horizontal direction.
- FIG. 2 Its roof glazing 10 is designed as a pent roof, which meets at the butt joint 50 on the wall glazing 12 and projects there with a projection 16 on the so-called high wall of the pitch roof.
- Both the roof glazing 10 and the wall glazing 12 consist of insulating glass slides or multi-pane insulating glass.
- the roof glazing 10 is viewed from outside to inside of a 10 mm thick disc 101 made of toughened safety glass (ESG), a subsequent space between panes 102 of 12 mm, 8 mm thick tempered glass pane 103, a subsequent space between the panes 104 also 12 mm and a Laminated laminated safety glass pack consisting of two partially bonded discs 105, 106 glued together, each with a thickness of 10 mm, together.
- ESG toughened safety glass
- Each edge assembly 107 is composed of a spacer 108 made of aluminum, which fixes a bonding and sealing 109 of a two-component silicone elastomer between the adjacent glass sheets 101, 103 and 103, 105 fixed and airtight.
- a suitable adhesive is available, for example, under the name Dow Corning o 993.
- the roof glazing 10 has on the ridge side an end face 110, on which the edge composites 107 and the disks 103, 105 and 106 are flush with each other. Only the tempered glass pane 101 projects beyond the end face 110 with the projection 16 by 87 mm and thus gives a ridge-side edge region 11 of the roof glazing 10 a fold.
- the wall glazing 12 is also made of multi-pane insulating glass, which viewed from outside to inside of a 12 mm thick tempered glass pane 121, a subsequent space between the panes 122 of 14 mm thickness, an 8 mm thick toughened glass pane 123, another disc space 124 of 18 mm and a laminated safety glass of two glued together, each 12 mm thick tempered glass panes 125, 126 composed.
- the interpane spaces 122, 124 are also maintained by edge bonds 127 made between the disks 121 and 123 or 123 and 125. They also consist of spacers 128 described in more detail above and a bond and seal 129.
- the insulating glass pane 12 has a front side 130 on the first side, on which the disks 123, 125, 126 and the edge connections 127 are flush. Only the toughened glass pane 121 protrudes vertically beyond the end face 130 with a protrusion of 61 mm, so that the wall glazing 12 also terminates at its upper edge 13 in a fold.
- the building inner edge bond 127 of the wall glazing 12 also has on the end face 130 a U-shaped receiving pocket 131 made of anodized aluminum, which is open towards the end face 130. It is embedded in the non-load-bearing bond 129 of the edge bond 127, which is at least 12 mm wider than the edge bond 107.
- the roof glazing 10 and the wall glazing 12 are at an angle of slightly less than 90 ° to each other, wherein the end face 110 of the roof glazing 10 lies in the fold or over the end face 130 and there approximately aligned with the space between the panes 124.
- the supernatant 16 of the roof glazing 10 is therefore not only on the front side 130, but also on the supernatant 18 of the toughened glass pane 121 over.
- the roof glazing 10 and the Wall glazing 12 include with their folds and between the supernatants 16, 18 and the end faces 110, 130 an approximately L-shaped space which is closed by an adhesive joint 20 on the outside and by an adhesive joint 22 on the inside airtight and watertight.
- L-shaped ring anchor 14 made of stainless steel with a vertical leg 141 and a horizontally extending leg 142.
- vertically projecting tabs 143 are welded on the underside, which engage in the receiving pockets 131 and attached there by means of a bond 24. They represent a mechanical safeguard, in particular against wind suction.
- tabs 143 In each individual insulating glass pane of the wall glazing 12, which is held on the ring anchor 14, engage two tabs 143 in the edge seal 127 a.
- the horizontal leg 142 is padded between the end face 130 and the underside of the roof glazing 10 and glued to the above-mentioned adhesive of a two-component silicone elastomer.
- plastic strips 26 made of polyoxymethylene (POM) respectively between the horizontal leg 142 on the one hand and the underside of the roof glazing 10 and the end face 130 on the toughened glass panes 125, 126 on the other hand wedged and glued there additionally supporting.
- POM polyoxymethylene
- the vertical leg 141 is held against the roof glazing 10 by a plastic strip 28 between the end face 110 and the vertical leg 141 is clogged and glued.
- the plastic strips 26, 28 are in this case attached only in those sections of the vertical leg 141, in which a tab 143 is disposed on the horizontal leg 142.
- the ring anchor 14 extends within the glass structure horizontal and U-shaped, includes the roof glazing 10 and is attached to the free ends of its U-legs to an abutment, not shown. Together with the roof glazing 10 of the ring anchor 14 forms an immovable stiffening level.
- the cut according to FIG. 2 passes through one of its U-legs.
- FIG. 3 shows a section in the region of his transverse leg, in the area of a curb of the pent roof. Basically, here are largely the same construction elements and their corresponding arrangement to each other, the Roof glazing 10 and the wall glazing 12 on the verge at an angle of 90 ° meet. In obvious difference to the design according to FIG. 2 is in FIG.
- a tie rod 40 is attached to the horizontal leg 142 of the ring anchor 14, which connects horizontally and thus in its extension to the horizontal leg 142 and extends to an abutment, not shown.
- the ring armature 14 extends completely within the joint 50 between the roof glazing 10 and the wall glazing 12. It is connected at its free ends to the abutment, not shown, and also horizontally supported by the parallel to its U-legs extending tension rods 40.
- the ring anchor 14 and its abutment consequently frame the roof glazing 10 completely. It is thus stored horizontally immovable and can be used to stiffen the conservatory.
- the ring anchor 14 are vertical loads of wind pressure, snow and dead weight, which act on the roof glazing 10, on the verklotzen with the strips 26 and glued horizontal leg 142 on the underlying discs 125, 126 of the wall glazing 12 from. Wind suction loads on the roof glazing 10 are transferred by gluing the roof glazing 10 in the area of the blocking with the ring anchor 14 to those.
- FIGS. 4 (Horizontal section) and 5 (vertical section) show a further embodiment of the invention with reference to a vertically extending butt joint 60 between two insulating glass packages of vertical wall glazing 12.
- the structure of the Isolierglasinwovenne corresponds to that according to FIGS. 1 and 2 .
- two perfectly flat end faces 130 meet in the butt joint 60, which are closed on the outside by an adhesive joint 20 and on the inside by an adhesive joint 22 .
- In the butt joint 60 are each two edge bonds 127 opposite each other, namely two outer at the height of the disc spaces 122, at the height in the butt joint 60 also a round profile 34 is arranged.
- a receiving pocket 131 is inserted in the manner described above, which fixes in a bond 129 a strip-shaped tab 145 as the anchor head of a T-shaped steel profile 144, which is welded to a plate-shaped armature shaft 146.
- the armature shaft 146 protrudes approximately halfway into the butt joint 60 between the two end faces 130 and protrudes from the butt joint 60 in the direction of an interior. There it forms a coupling portion for a pull rod 40 which is attached to an anchor body 150 at an abutment, for. B. on a steel plate which is anchored in a concrete wall.
- the second embodiment according to the FIGS. 4 and 5 thus relates to a tie rod from an anchor head, which represent the tabs 145 welded to the armature shaft 146, and the armature shaft 146, which enables a frictional connection of the tension rod 40 as a tension member.
- the steel profile 144 as a ring anchor, the vertical wall glazing 12 can be reliably supported in the horizontal direction on an abutment.
- the steel profile 144 form a U-shaped ring anchor in a horizontal butt joint.
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Securing Of Glass Panes Or The Like (AREA)
Abstract
Die Erfindung betrifft eine Haltekonstruktion mit einem Stahlprofil (14) und mit Isolierglasscheiben (10; 12) mit Einzelscheiben (101; 103; 105; 106; 121; 123; 125; 126) mit einem Randverbund (107; 127) an ihren Rändern (11; 13), mit einer Stoßfuge (50) zwischen den Isolierglasscheiben (10; 12), wobei das Stahlprofil (14) in der Stoßfuge (50) und parallel zu den Rändern (11; 13) verläuft und mit einem Abschnitt (143) in den Randverbund (127) einer Isolierglasscheibe (12) eingreift.The invention relates to a support structure with a steel profile (14) and with insulating glass panes (10; 12) with individual panes (101; 103; 105; 106; 121; 123; 125; 126) with an edge seal (107; 127) at their edges (10; 11; 13), with a butt joint (50) between the insulating glass panes (10; 12), the steel profile (14) extending in the butt joint (50) and parallel to the edges (11; 13) and having a section (143). in the edge bond (127) engages an insulating glass pane (12).
Description
Die Erfindung betrifft eine Haltekonstruktion für Isolierglasscheiben insbesondere für raumbildende Verglasungen wie Wintergärten, Pavillons und dergleichen. Sie werden in der Regel aus Mehrscheibenisolierglas aufgebaut und umfassen eine Stahlkonstruktion, die möglichst zurückhaltend gestaltet ist, um den "luftigen" und lichtdurchfluteten Eindruck des Glasbauwerks möglichst wenig zu beeinträchtigen.The invention relates to a support structure for insulating glass panes in particular for space-forming glazings such as conservatories, pavilions and the like. They are usually constructed of multi-pane insulating glass and comprise a steel construction that is as restrained as possible in order to minimize the "airy" and light-flooded impression of the glass structure.
Die
Die
Aufgabe der Erfindung ist es daher, eine Ganzglaskonstruktion für Wintergärten, Pavillons oder dergleichen aus Isolierglasscheiben anzugeben, die eine hohe Tragfähigkeit aufweist und deren Stahlkonstruktion dennoch optisch möglichst unauffällig ist.The object of the invention is therefore to provide an all-glass construction for conservatories, pavilions or the like made of insulating glass panes, which has a high load capacity and the steel structure is still optically unobtrusive.
Diese Aufgabe wird mit einer Haltekonstruktion nach Anspruch 1 gelöst: Erfindungsgemäß umfasst die Haltekonstruktion ein an einem Widerlager montierbares Stahlprofil und mindestens zwei Isolierglasscheiben mit einem Randverbund an ihren Rändern, mit einer Stoßfuge zwischen den Isolierglasscheiben, wobei das Stahlprofil als Anker oder zumindest als Teilabschnitt eines Ankers in der Stoßfuge und parallel zu den Rändern verläuft und mit mindestens einem Abschnitt in den Randverbund einer Isolierglasscheibe eingreift. Unter einem Anker ist im Bauwesen ein Bauteil zu verstehen, das aufgrund seiner Zugfestigkeit verschiedene und in der Regel artfremde Bauteile miteinander verbindet. Beispielsweise können Isolierglasscheiben einer Glasfront an einem selbständigen Gebäude als Widerlager aus Stahl oder Stahlbeton zu verankern sein. So können auf senkrecht stehende Isolierglasscheiben insbesondere Winddruck- und -sogkräfte wirken, die der Anker aufnehmen und an dem Widerlager abtragen muss, um die Stabilität der Glasfront beispielsweise eines Wintergartens sicherzustellen.This object is achieved with a support structure according to
Die erfindungsgemäße Konstruktion geht also von einem Widerlager wie einer Gebäudeaußenwand oder einer Stahlkonstruktion aus, an das sie und insbesondere das Stahlprofil anschließt. Sie stellt also keine statisch vollkommen selbständige Ganzglaskonstruktion dar. Die einzelnen Scheiben ihrer Mehrscheibenisolierverglasung bestehen aus Einzelscheiben mit einem Randverbund, an dem die Einzelscheiben miteinander luftdicht verklebt und versiegelt sind, um einen evakuierten oder gasgefüllten Scheibenzwischenraum zu bilden. Der Randverbund bildet vor allem eine schmale Stirnseite einer Isolierglasscheibe. Dort werden Abstandhalter zwischen den Einzelscheiben eingeklebt, um neben einem definierten Abstand auch für eine umfangseitige Abdichtung des Scheibenzwischenraums zu sorgen. Nebeneinander liegende Isolierglasscheiben treffen an den Stoßfugen aufeinander, so dass der Randverbund einer ersten Isolierglasscheibe parallel neben dem Randverbund einer zweiten Isolierglasscheibe zu liegen kommt. Eine Stoßfuge kann grundsätzlich zwischen zwei Isolierglasscheiben auftreten, die weitgehend in einer Ebene liegen. Anders als bei einem Schuppenstoß überdecken sich die Isolierglasscheiben an einer derartigen Stoßfuge nicht. Eine Stoßfuge kann auch zwischen zwei Isolierglasscheiben auftreten, die in einem Winkel zueinander stehen. An einer Gebäudeecke beträgt der Winkel regelmäßig 90°, kann davon aber sowohl in Richtung höherer Werte als auch in die Gegenrichtung abweichen. An einer Ecke überdecken sich die Isolierglasscheiben erfindungsgemäß nur an der Stirnseite der einen Isolierglasscheibe.The construction according to the invention thus starts from an abutment such as a building exterior wall or a steel structure, to which it and in particular the steel profile adjoins. Thus, it does not represent a statically completely independent all-glass construction. The individual panes of their multi-pane insulating glazings consist of individual panes with an edge composite to which the individual panes are adhesively sealed and sealed airtight to form an evacuated or gas-filled space between the panes. Above all, the edge seal forms a narrow end face of an insulating glass pane. There spacers are glued between the individual panes, in addition to a defined distance to provide for a peripheral sealing of the space between the panes. Adjacent insulating glass meet each other at the butt joints, so that the edge bond of a first insulating glass pane comes to lie parallel to the edge seal of a second insulating glass pane. A butt joint can basically occur between two insulating glass panes, which lie largely in one plane. Unlike a scale impact, the insulating glass do not overlap on such a joint. A butt joint can also occur between two insulating glass panes, which are at an angle to each other. At a corner of the building, the angle is regularly 90 °, but it can differ both in the direction of higher values and in the opposite direction. At one corner, the insulating glass panes according to the invention overlap only on the front side of an insulating glass pane.
Erfindungsgemäß verläuft das Stahlprofil im Wesentlichen im Bereich der Stoßfuge, so dass es zwischen den beiden Isolierglasscheiben einer Stoßfuge angeordnet ist und damit parallel zu den Rändern der Isolierglasscheiben verläuft. Bereits dadurch lässt sich das Stahlprofil optisch sehr zurückhaltend anordnen. Zusätzlich greift das Stahlprofil mit einem Abschnitt in den Randverbund einer Isolierglasscheibe ein, um sie von ihrer schmalen Stirnseite aus zu halten. Anders als ein Umgreifen der Isolierglasscheibe an ihrem Rand, stellt der Eingriff des Stahlprofils in den Randverbund eine quasi "unsichtbare" Haltevorrichtung der Isolierglasscheibe dar. Das Stahlprofil und sein in den Randverbund eingreifender Abschnitt sind gleichsam in der Stoßfuge bzw. im Randverbund "versteckt". Die Erfindung nutzt also den ohnehin erforderlichen Randverbund der Isolierglasscheibe zusätzlich zu deren Befestigung am Stahlprofil. Anders als bei einer Verschraubung im Randverbund lotrecht zur Scheibenebene ist dafür kein aufwändiges Durchbohren einer Glasscheibe erforderlich. Die Erfindung bietet vielmehr die Möglichkeit sowohl einer linearen als auch einer punktuellen Halterung der Isolierglasscheibe am Randverbund. Damit kann sie mit geringem konstruktivem Aufwand an unterschiedliche Belastungen angepasst werden, beispielsweise durch Variation der Abstände der Abschnitte bei einer punktuellen Halterung oder durch Variation der Länge der Abschnitte bei einer linearen Halterung. Für den Anschluss an ein Widerlager bietet das Stahlprofil schließlich Schnitt- bzw. Kopplungsstellen, in der Regel an seinen längsseitigen Enden, mit denen es zum Beispiel bündig mit den Glasscheiben am Widerlager anschließt oder aus der Stoßfuge der Glasscheiben herausreicht.According to the invention, the steel profile runs essentially in the region of the butt joint, so that it is arranged between the two insulating glass panes of a butt joint and thus runs parallel to the edges of the insulating glass panes. Already this allows the steel profile optically very restrained order. In addition, the steel profile engages with a section in the edge bond of an insulating glass to keep it from its narrow end face. Other than encompassing the insulating glass pane at its edge, the engagement of the steel profile in the edge bond represents a quasi "invisible" holding device of the insulating glass. The steel profile and its engaging in the edge compound section are "hidden" as it were in the butt joint or in the edge bond. Thus, the invention uses the already required edge bond of the insulating glass in addition to their attachment to the steel profile. Unlike a screw connection in the edge bond perpendicular to the window plane, no elaborate drilling through of a glass pane is required. Rather, the invention offers the possibility of both a linear and a selective retention of the insulating glass pane on the edge bond. Thus, it can be adapted to different loads with little design effort, for example by varying the distances of the sections in a punctual mount or by varying the length of the sections in a linear mount. Finally, for the connection to an abutment, the steel profile offers cutting or coupling points, as a rule at its longitudinal ends, with which it, for example, connects flush with the glass panes on the abutment or extends out of the butt joint of the glass panes.
Nach einer vorteilhaften Ausgestaltung der Erfindung kann das Stahlprofil einen Ringanker oder zumindest einen Abschnitt eines Ringankers bilden. Der Ringanker ist ein ringförmig geschlossenes Bauteil aus Stahl, das ein Auseinanderfallen der um- oder angeschlossenen Isolierglasscheiben verhindert, indem es einen in die Isolierglasscheiben eingeleiteten Schub senkrecht zu ihrer Erstreckungsebene aufnimmt. Ist der Ringanker aus einzelnen Teilabschnitten zusammengesetzt, so müssen die Verbindungen der Teilabschnitte untereinander ausreichende Zugspannungen aufnehmen können. Insofern kann sich der Ringanker aus dem Stahlprofil und einem Widerlager zusammensetzen, an dem das Stahlprofil anschließt. Das Widerlager kann seinerseits in einer Stahlkonstruktion oder in einer Betonkonstruktion bestehen, die stahlbewehrt ist. Jedenfalls ergänzt das Widerlager das Stahlprofil - nicht zwingend in geometrischer, sondern zumindest in statischer Hinsicht - zu einem Ring.According to an advantageous embodiment of the invention, the steel profile may form a ring anchor or at least a portion of a ring anchor. The ring anchor is an annularly closed component made of steel, which prevents falling apart of the converted or connected insulating glass panes by receiving a introduced into the insulating glass panes perpendicular to their plane of extension. If the ring anchor composed of individual sections, so the connections of the sections must be able to absorb sufficient tensile stress each other. In this respect, the ring anchor can be composed of the steel profile and an abutment, followed by the steel profile. The abutment can in turn in a steel structure or in a concrete structure which is steel-reinforced. In any case, the abutment complements the steel profile - not necessarily in geometric, but at least in static terms - to a ring.
Um möglichst unauffällig montierbar zu sein, sollte der Querschnitt des Stahlprofils möglichst schlank dimensioniert sein. Dann kann das Stahlprofil allerdings - vor allem bei einem unrunden Ringanker - nicht knicksteif genug sein, um Horizontalkräfte insbesondere auf längere ebene Glasfronten abfangen zu können. Nach einer vorteilhaften Ausgestaltung der Erfindung kann das Stahlprofil daher über zumindest einen Koppelungsabschnitt zum Anschluss eines Zugelements orthogonal zu seiner Erstreckungsrichtung verfügen. Das Zugelement kann das Stahlprofil am Widerlager abstützen bzw. es gegenüber dem Widerlager verspannen. Alternativ kann das Zugelement auch eine Abstützung oder Verspannung an einem gegenüberliegenden Stahlprofil als Teilabschnitt desselben Ringankers herstellen. Der Koppelungsabschnitt befindet sich nicht an den Enden des Stahlprofils, sondern in dessen Verlauf jenseits bzw. außerhalb seiner Enden, um das Stahlprofil in einem mittleren Bereich abzustützen. Auch mehrere Kopplungsabschnitte sind denkbar und sinnvoll. Weil durch Einsatz eines Zugelements eine maßgebliche freie Stützlänge des Stahlprofils verkürzt und das Stahlprofil damit größere Horizontallasten aufnehmen kann, als es sein Querschnitt bzw. dessen Flächenträgkeitsmoment allein zuließe, lassen sich bei Einsatz von Zugelementen längere Fassaden aus Isolierglasscheiben aufbauen.In order to be as inconspicuous as possible, the cross section of the steel profile should be as slim as possible. Then, however, the steel profile - especially in a non-circular ring anchor - not be kink stiff enough to intercept horizontal forces, especially on longer flat glass fronts can. According to an advantageous embodiment of the invention, the steel profile can therefore have at least one coupling section for connecting a tension element orthogonal to its extension direction. The tension element can support the steel profile on the abutment or clamp it against the abutment. Alternatively, the tension element can also produce a support or tension on an opposite steel profile as part of the same ring anchor. The coupling portion is not located at the ends of the steel profile, but in the course beyond and beyond its ends to support the steel profile in a central region. Also several coupling sections are conceivable and useful. Because shortened by using a tension element a significant free support length of the steel profile and the steel profile can accommodate greater horizontal loads than its cross-section or its area moment of inertia alone allow the use of tension elements longer facades of insulating glass can build.
Nach einer zum Ringanker alternativen Ausgestaltung der Erfindung kann das Stahlprofil einen Zuganker aus einem Ankerkopf und einem Ankerschaft bilden. Als Ankerkopf ist der Abschnitt des Stahlprofils zu verstehen, der im Randverbund der Isolierglasscheibe gehalten ist. Den Ankerschaft bildet ein dazu quer verlaufender Koppelungsabschnitt des Stahlprofils, der einen Anschluss an ein Zugelement ermöglicht. Der Ankerschaft bietet also eine Befestigungsfläche zur Befestigung des Zugelements, sodass es Kräfte orthogonal zur Erstreckungsrichtung des Stahlprofils auf ein Widerlager abtragen kann. Dabei ist die Ausrichtung des Ankerschafts selbst von untergeordneter Bedeutung, solange sich das Zugelement daran in der Kraftübertragungsrichtung des Ankers befestigen lässt.After an alternative to the ring anchor embodiment of the invention, the steel profile can form a tie rod of an anchor head and an anchor shaft. As an anchor head is the section of the steel profile to be understood, which is held in the edge bond of the insulating glass pane. The armature shaft forms a transverse thereto coupling portion of the steel profile, which allows a connection to a tension element. The anchor shaft thus provides a mounting surface for attachment of the tension element, so that it can ablate forces orthogonal to the extension direction of the steel profile on an abutment. In this case, the orientation of the armature shaft itself is of minor importance, as long as the tension element can be attached thereto in the power transmission direction of the armature.
Der Abschnitt des Stahlprofils, der in den Randverbund eingreift, ist dort grundsätzlich dauerhaft zu befestigen. Er kann im Randverbund verkeilt, verklotzt, verrastet oder anderweitig befestigt werden. Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung ist der Abschnitt des Stahlprofils im Randverbund verklebt. Dadurch lässt sich eine ausreichend dauerhafte Befestigung erreichen, die ohne den Einsatz zusätzlicher Konstruktionsmittel und ohne Berücksichtigung enger Toleranzen bauseits mit einem vertretbaren Aufwand vorgenommen werden kann. Als geeignete Klebstoffe sind beispielsweise Silikon-Klebstoffe in 2-Komponenten-Technologie bekannt. Die geringen Anforderungen an Toleranzen zwischen den Abschnitten des Stahlprofils einerseits und dem Randverbund der Isolierglasscheibe andererseits ermöglichen eine kostengünstige Herstellung der Bestandteile der erfindungsgemäßen Haltekonstruktion.The section of the steel profile, which engages in the edge bond, there is always to be permanently attached. It can be wedged, padded, locked or otherwise secured in the edge bond. According to a further advantageous embodiment of the invention, the portion of the steel profile is glued in the edge bond. This can be a sufficiently durable Attachment that can be made on site with a reasonable effort without the use of additional design means and without consideration of tight tolerances. As suitable adhesives, for example, silicone adhesives in 2-component technology are known. The low demands on tolerances between the sections of the steel profile on the one hand and the edge bond of the insulating glass pane on the other hand allow cost-effective production of the components of the support structure according to the invention.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung weist der Randverbund eine Aufnahmetasche auf, in der der Abschnitt des Stahlprofils verklebt wird bzw. ist. Sie kann ein separates Bauteil darstellen, das in den Randverbund eingebracht wird, oder im Abstandhalter des Randprofils ausgebildet sein. Das Material der Aufnahmetasche einerseits und das Material des Abschnitts am Stahlprofil andererseits ermöglichen die Definition von geeigneten Klebepartnern, auf die der Klebstoff abgestimmt werden kann. Umgekehrt kann die Anordnung der Aufnahmetasche eine Abstimmung ihres Materials unabhängig vom übrigen Material des Randverbunds auf den Klebstoff ermöglichen. Die Befestigung der ggf. separaten Aufnahmetasche am Randverbund kann werkseitig und damit mit hoher Qualität, Dauerhaftigkeit und Zuverlässigkeit erfolgen. Zudem bietet die Anordnung einer Aufnahmetasche im Randverbund die Möglichkeit, die Abmessungen einer Klebefuge zwischen der Aufnahmetasche einerseits und dem Abschnitt des Stahlprofils andererseits insbesondere den statischen Anforderungen gemäß zu definieren. Zusätzlich kann unabhängig von den Abmessungen des Randverbunds immer dieselbe Aufnahmetasche ausgebildet oder verwendet werden, womit sich auch bei unterschiedlichen Dimensionen von Isolierglasscheiben bzw. ihres Randverbunds gleiche bzw. wiederholbare Verhältnisse bei der Verklebung er zielen lassen. Dadurch lässt sich die Verklebung, insbesondere sofern sie bauseits erfolgt, mit hoher Qualität herstellen. Schließlich lässt sich auch eine erforderliche oder gewünschte Klebstoffdicke einstellen und die Klebefuge zuverlässiger berechnen.According to a further advantageous embodiment of the invention, the edge seal on a receiving pocket, in which the portion of the steel profile is glued or is. It may represent a separate component which is introduced into the edge bond, or be formed in the spacer of the edge profile. The material of the receiving pocket on the one hand and the material of the section on the steel profile on the other hand allow the definition of suitable adhesive partners, to which the adhesive can be tailored. Conversely, the arrangement of the receiving pocket allow a vote of their material regardless of the remaining material of the edge seal on the adhesive. The attachment of possibly separate receiving pocket on the edge bond can be done at the factory and thus with high quality, durability and reliability. In addition, the arrangement of a receiving pocket in the edge assembly offers the possibility of defining the dimensions of an adhesive joint between the receiving pocket on the one hand and the section of the steel profile on the other hand in particular according to the static requirements. In addition, regardless of the dimensions of the edge composite always the same receiving pocket can be formed or used, which can be the same or repeatable conditions in the bonding he aimed at different dimensions of insulating glass panes or their edge compound. As a result, the bonding, in particular if it takes place on site, can be produced with high quality. Finally, a required or desired adhesive thickness can be set and the glue joint can be calculated more reliably.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung kann die Aufnahmetasche als ein in den Randverbund eingeklebtes U-Profil ausgebildet sein. Damit bildet es eine definierte Schnittstelle in der Isolierglasscheibe zur Einbindung des Abschnitts des Stahlprofils, die sowohl linear als auch punktuell ausgebildet oder belastet sein kann. Das U-Profil kann beispielsweise aus Aluminium oder Kunststoff ausgebildet sein, womit es sich mit geringem Aufwand herstellen und in den Randverbund der Isolierglasscheibe mit bekannten Technologien einbinden lässt.According to a further advantageous embodiment of the invention, the receiving pocket can be formed as a glued into the edge seal U-profile. Thus, it forms a defined interface in the insulating glass pane for the integration of the section of the steel profile, which may be formed or loaded both linearly and selectively. The U-profile may be formed, for example, of aluminum or plastic, which means it with low Produce effort and integrate into the edge bond of the insulating glass with known technologies.
Erfindungsgemäß bindet das Stahlprofil mit einem Abschnitt in die Isolierglasscheibe bzw. in deren Randverbund ein. Grundsätzlich kann der Abschnitt des Stahlprofils linear, beispielsweise mit einem Profilschenkel, oder punktuell in den Randverbund eingreifen. Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung kann der Abschnitt als Lasche ausgebildet sein, die am Stahlprofil angeformt ist. Sie kann dort separat angeschweißt oder aus dem Stahlprofil ausgeschnitten sein. Damit definiert sie eine punktuelle Befestigung des Stahlprofils, die durch eine Vielzahl von nebeneinander liegenden Laschen linear wirken kann. Eine punktuelle Befestigung kann bezüglich der Herstellung der Verklebung vorteilhaft sein, weil sie kürzere Klebefugen, eine geringere Klebefläche und damit den Vorteil eines geringeren Aufwands bieten kann. Sie kann auch konstruktiv ausreichend sein, indem sie beispielsweise an nur zwei Stellen in den Randverbund einer Isolierglasscheibe eingreift.According to the invention, the steel profile binds with a section in the insulating glass pane or in its edge bond. In principle, the section of the steel profile can intervene linearly, for example with a profile limb, or selectively in the edge bond. According to a further advantageous embodiment of the invention, the portion may be formed as a tab which is integrally formed on the steel profile. It can be welded separately there or cut out of the steel profile. Thus, it defines a selective attachment of the steel profile, which can act linearly by a plurality of adjacent tabs. A point attachment can be advantageous in terms of the production of the bond, because it can provide shorter adhesive joints, a smaller adhesive surface and thus the advantage of a lower cost. It can also be structurally sufficient, for example, by engaging in only two places in the edge bond of an insulating glass pane.
Der erfindungsgemäße Eingriff des Stahlprofils in den Randverbund der Isolierglasscheibe überträgt in Wesentlichen Kräfte in einer Richtung lotrecht zur gehaltenen Isolierglasscheibe, meist Winddruck- und -sogkräfte. Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung kann das Stahlprofil zusätzlich in der Stoßfuge zwischen den Isolierglasscheiben gehalten bzw. befestigt sein. Die Halterung kann linear oder punktuell erfolgen, beispielsweise durch ein Verklotzen oder Verkleben. Dadurch kann eine geeignete, ggf. möglichst großflächige Kraftübertragung insbesondere von Druckkräften zwischen den Isolierglasscheiben einerseits und dem Stahlprofil andererseits erreicht werden. Bei Druckkräften kann die Halterung so zu einer geringen Flächenpressung im Bereich des Randverbunds der Isolierglasscheiben führen. Eine punktuelle Befestigung kann die Kosten für die Verklebung und deren Aufwand reduzieren, eine Belüftung bzw. Entwässerung zwischen den Klebepunkten erzielen und damit eine Kondensatbildung vermeiden. Jedenfalls kann das Stahlprofil statisch besser ausgenutzt werden, indem es in mindestens einer weiteren Kraftrichtung beaufschlagt wird, nämlich in einer der beiden verbleibenden Raumrichtungen rechtwinklig zur Ebene der Isolierglasschiebe, in deren Randverbund der Abschnitt des Stahlprofils eingreift. Das Stahlprofil selbst kann bzw. braucht nur zwischen den Isolierglasscheiben verklotzt (zu) sein. Mit der tragenden Verklotzung des Stahlprofils und der Verklebung seines Abschnitts in einem Randverbund lässt sich eine gelenkige und kraftschlüssige Verbindung zweier Isolierglasschieben erzielen. Dadurch werden die Klebefugen der Verklebung ausschließlich durch Normalspannungen und Schubspannungen in Fugenachse belastet, was ihrer Dauerhaftigkeit zugutekommt.The inventive engagement of the steel profile in the edge bond of the insulating glass transmits substantially forces in a direction perpendicular to the held insulating glass pane, usually Winddruck- and -sogkräfte. According to a further advantageous embodiment of the invention, the steel profile can be additionally held or fastened in the butt joint between the insulating glass panes. The holder can be linear or punctiform, for example, by a Verklotzen or gluing. As a result, a suitable, if possible, large-area power transmission, in particular of compressive forces between the insulating glass panes on the one hand, and the steel profile, on the other hand, can be achieved. With pressure forces, the holder can thus lead to a low surface pressure in the region of the edge seal of the insulating glass panes. A selective fixing can reduce the costs for the bond and its effort, achieve aeration or drainage between the adhesive points and thus avoid condensation. In any case, the steel profile can be better utilized statically by being acted upon in at least one other direction of force, namely in one of the two remaining spatial directions perpendicular to the plane of the insulating glass sliding, engages in the edge bond of the section of the steel profile. The steel profile itself can or only needs to be blocked (closed) between the insulating glass panes. With the supporting blockage of the steel profile and the bonding of its section in a marginal composite, an articulated and non-positive connection of two insulating glass slides can be achieved. As a result, the adhesive joints of the bond are exclusively through Normal stresses and shear stresses in the joint axis loaded, which benefits their durability.
Die Querschnittsform des Stahl profils kann vorteilhaft an die jeweilige Einbausituation angepasst werden, so dass das Stahlprofil optisch möglichst unauffällig bleibt. Es kann beispielsweise einen Rohrquerschnitt oder ein T- oder Doppel-T-Profil aufweisen, dessen Stiel oder dessen quer verlaufender T-Schenkel zur Ausbildung von Laschen geeignet ausgeschnitten sein kann. Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung kann ein Winkelprofil, beispielsweise ein L-förmiges Stahlprofil mit zwei Schenkeln zum Einsatz kommen, dessen zumindest einer Schenkel zwischen den Isolierglasscheiben gehalten ist. Dazu kann der Schenkel zwischen die Isolierglasscheiben ragen, so dass er zwischen ihnen - in der Regel in einer Verklotzung - quasi eingeklemmt ist, indem eine obere Isolierglasscheibe auf ihm und er auf einer Stirnseite einer unteren Isolierglasscheibe aufliegt. An ihm kann wenigstens eine oben beschriebene Lasche rechtwinklig abstehend angeformt sein. Mit einem winkel- bzw. L-förmigen Querschnitt bietet das Stahlprofil einen ausreichend steifen Querschnitt, der zugleich platzsparend und optisch verhältnismäßig unauffällig ist. In einer Gebäudeecke, insbesondere in einer Fuge zwischen einem Glasdach und einer vertikalen Glaswand kann es nahezu unsichtbar eingebunden sein.The cross-sectional shape of the steel profile can be advantageously adapted to the particular installation situation, so that the steel profile remains optically unobtrusive. It may, for example, have a tube cross-section or a T or double T-profile, the stem or its transversely extending T-legs may be suitably cut out to form tabs. According to a further advantageous embodiment of the invention, an angle profile, for example, an L-shaped steel profile with two legs are used, whose at least one leg is held between the insulating glass panes. For this purpose, the leg can protrude between the insulating glass panes, so that it is quasi clamped between them - usually in a blockage - by an upper insulating glass on it and he rests on a front side of a lower insulating glass pane. At least one tab described above can be integrally formed at right angles. With an angular or L-shaped cross section, the steel profile provides a sufficiently rigid cross-section, which is at the same time space-saving and optically relatively inconspicuous. In a building corner, especially in a gap between a glass roof and a vertical glass wall, it can be integrated almost invisibly.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung können sich an einer Stoßfuge zwei Isolierglasscheiben treffen, wobei zumindest eine der Isolierglasscheiben einen Glasüberstand einer Einzelglasscheibe an ihrem der anderen Isolierglasscheibe zugewandten Rand aufweist. Die schmale Stirnseite der Isolierglasscheibe kann also einen (Stufen-) Falz aufweisen. Vorteilhafter Weise kann der Glasüberstand auf einer Außenseite der aus ihnen gebildeten Fassade ausgebildet sein. Der Glasüberstand kann einen schmale längsverlaufenden Raum im Bereich der Stoßfuge abdecken, in dem das Stahlprofil, dessen Verklotzung und Verklebung und dergleichen untergebracht und damit optisch verdeckt sein kann. Von einer Außenseite kann sich dadurch der Eindruck eines breiteren Randverbunds ergeben. Von innen können sich konstruktive Schnittstellen zum Stahlprofil bieten, wie zum Beispiel Zugbänder oder Druckstangen zum Anschluss oder Abstützen an einem Widerlager. Ein beidseitiger Glasüberstand kann eine symmetrische Ausbildung der Stoßfuge ermöglichen, die sich optisch insbesondere bei Isolierglasscheiben anbieten, die in derselben Ebene liegen. Bei Isolierglasscheiben, die in einem Winkel zueinander stehen, können sich auch ungleiche Falzausbildungen der beiden benachbarten Isolierglasscheiben anbieten. So kann bei Ausbildung einer Traufe der Glasüberstand der das Dachverglasung bildenden Isolierglasscheibe nicht nur die Stirnseite der die vertikale Glaswand bildenden Schiebe überdecken, sondern noch über sie überstehen.According to a further advantageous embodiment of the invention, two insulating glass panes can meet at a butt joint, wherein at least one of the insulating glass panes has a glass projection of a single glass pane on its edge facing the other insulating glass pane. The narrow end face of the insulating glass pane can thus have a (step) fold. Advantageously, the glass projection can be formed on an outer side of the facade formed from them. The glass supernatant can cover a narrow longitudinal space in the region of the butt joint, in which the steel profile, its blocking and gluing and the like can be housed and thus optically concealed. From an outside, this can give the impression of a wider edge bond. From the inside constructive interfaces to the steel profile can offer, such as drawstrings or push rods for connection or support on an abutment. A glass supernatant on both sides can allow a symmetrical formation of the butt joint, which optically offer particular in the case of insulating glass panes lying in the same plane. In insulating glass panes, which are at an angle to each other, and uneven Falzausbildungen the two adjacent insulating glass panes may offer. So can when forming a eaves of the glass supernatant of the roof glazing forming insulating glass cover not only the front of the vertical glass wall forming slide, but still survive on them.
Grundsätzlich lassen sich Stahlprofile unterschiedlicher Qualität in der vorbeschriebenen Weise einsetzen. Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung kommt ein nicht rostendes Stahlprofil zum Einsatz, weil sich dadurch eine hohe Beständigkeit gegen Feuchtigkeit und insbesondere gegen Kondenswasser erzielen lässt. Anders als lackierte Stahlprofile, deren Lackschicht fehlerhaft und mit vertretbarem Aufwand nicht reparabel sein kann, ist nicht rostender Stahl insofern wartungsfrei.Basically, steel profiles of different quality can be used in the manner described above. According to a further advantageous embodiment of the invention, a stainless steel profile is used, because this can achieve a high resistance to moisture and in particular to condensation. Unlike painted steel profiles, the paint layer of which can not be repaired faulty and with reasonable effort, stainless steel is so far maintenance-free.
Der erfindungsgemäße Anker kann insbesondere der Aufnahme von Horizontalllasten auf einen oberen Rand der Wandverglasung dienen. In einer zum Widerlager hin weisenden Richtung lässt sich die Wandverglasung zum Beispiel zur Aufnahme von Winddruckkräften an der Dachverglasung abstützten, in der Gegenrichtung dagegen, also bei Windsogkräften, hält sie der Anker. Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung kann daher zumindest abschnittsweise ein Stahlseil als Anker dienen. Denn in der oben beschriebenen Belastungsrichtung treten im Wesentlichen Zugkräfte auf, die auf ein Widerlager übertragen werden müssen. Ihre Ableitung über den Anker kann zumindest abschnittsweise ein Stahlseil übernehmen, womit sich eine weitere konstruktive und gestalterische Variante bietet.The anchor according to the invention can in particular serve to receive horizontal loads on an upper edge of the wall glazing. In a direction pointing towards the abutment wall glazing can be supported, for example, to absorb wind pressure forces on the roof glazing, in contrast, in the opposite direction, so in wind suction forces, it holds the anchor. According to a further advantageous embodiment of the invention can therefore at least partially serve a steel cable as an anchor. Because in the load direction described above occur essentially tensile forces that must be transferred to an abutment. Their derivation via the anchor can take over at least sections of a steel cable, which offers a further constructive and creative variant.
Das Prinzip der Erfindung wird im Folgenden anhand einer Zeichnung beispielshalber noch näher erläutert. In der Zeichnung zeigen:
- Figur 1:
- eine räumliche Prinzipskizze eines Glaspavillons,
- Figur 2:
- eine Schnittansicht durch die Konstruktion im Bereich eines Firsts als eine erste Ausgestaltungsform der Erfindung,
- Figur 3:
- eine Schnittansicht im Bereich eines Ortgangs,
- Figur 4:
- einen Horizontalschnitt durch eine weitere Ausgestaltungsform der Erfindung,
- Figur 5:
- einen zugehörigen Vertikalschnitt.
- FIG. 1:
- a spatial outline sketch of a glass pavilion,
- FIG. 2:
- 1 is a sectional view through the construction in the region of a ridge as a first embodiment of the invention,
- FIG. 3:
- a sectional view in the area of a verge,
- FIG. 4:
- a horizontal section through a further embodiment of the invention,
- FIG. 5:
- an associated vertical section.
Die Dachverglasung 10 weist firstseitig eine Stirnseite 110 auf, an der die Randverbünde 107 und die Scheiben 103, 105 und 106 miteinander bündig abschließen. Lediglich die ESG-Scheibe 101 überragt die Stirnseite 110 mit dem Überstand 16 um 87 mm und verleiht damit einem firstseitigen Randbereich 11 der Dachverglasung 10 einen Falz.The
Die Wandverglasung 12 besteht ebenfalls aus Mehrscheibenisolierglas, das sich von außen nach innen betrachtet aus einer 12 mm starken ESG-Scheibe 121, einem anschließenden Scheibenzwischenraum 122 von 14 mm Stärke, einer 8 mm starken ESG-Scheibe 123, einem weiteren Scheibenzwischenraum 124 von 18 mm und einer Verbundsicherheitsglasscheibe aus zwei miteinander verklebten, jeweils 12 mm starken ESG-Scheiben 125, 126 zusammensetzt. Auch die Scheibenzwischenräume 122, 124 werden durch Randverbünde 127 aufrechterhalten, die zwischen den Scheiben 121 und 123 bzw. 123 und 125 hergestellt sind. Auch sie setzten sich aus oben näher beschriebenen Abstandhaltern 128 und einer Verklebung und Versiegelung 129 zusammen.The
Die Isolierglasscheibe 12 weist firstseitig eine Stirnseite 130 auf, an der die Scheiben 123, 125, 126 und die Randverbünde 127 bündig abschließen. Lediglich die ESG-Scheibe 121 steht mit einem Überstand von 61 mm senkrecht über die Stirnseite 130 hinaus, so dass auch die Wandverglasung 12 an ihrem oberen Rand 13 in einem Falz ausläuft.The insulating
Der gebäudeinnere Randverbund 127 der Wandverglasung 12 weist an der Stirnseite 130 außerdem eine im Querschnitt U-förmige Aufnahmetasche 131 aus eloxiertem Aluminium auf, die zur Stirnseite 130 hin geöffnet ist. Sie ist in der nicht tragenden Verklebung 129 des Randverbunds 127 eingebettet, der mit mind. 12 mm breiter als der Randverbund 107 ausfällt.The building
Die Dachverglasung 10 und die Wandverglasung 12 stehen in einem Winkel von etwas weniger als 90° zueinander, wobei die Stirnseite 110 der Dachverglasung 10 in dem Falz bzw. über der Stirnseite 130 liegt und dort etwa mit dem Scheibenzwischenraum 124 fluchtet. Der Überstand 16 der Dachverglasung 10 steht folglich nicht nur über die Stirnseite 130, sondern auch über den Überstand 18 der ESG-Scheibe 121 über. Die Dachverglasung 10 und die Wandverglasung 12 schließen mit ihren Falzen und zwischen den Überständen 16, 18 und den Stirnseiten 110, 130 einen etwa L-förmigen Raum ein, der durch eine Klebefuge 20 außenseitig und durch eine Klebefuge 22 innenseitig luft- und wasserdicht abgeschlossen ist.The
In dem L-förmigen Raum verläuft ein gleichschenkliger L-förmiger Ringanker 14 aus nichtrostendem Stahl mit einem vertikal verlaufenden Schenkel 141 und einem horizontal verlaufenden Schenkel 142. An seinem horizontalen Schenkel 142 sind unterseitig vertikal abstehende Laschen 143 angeschweißt, die in die Aufnahmetaschen 131 eingreifen und dort mittels einer Verklebung 24 befestigt sind. Sie stellen eine mechanische Sicherung insbesondere gegen Windsog dar. In jede einzelne Isolierglasscheibe der Wandverglasung 12, die am Ringanker 14 gehalten wird, greifen zwei Laschen 143 in deren Randverbund 127 ein. Der horizontale Schenkel 142 ist zwischen der Stirnseite 130 und der Unterseite der Dachverglasung 10 verklotzt und mit dem oben bereits erwähnten Klebstoff aus einem Zweikomponenten-Silikon-Elastomer verklebt. Dazu sind etwa 200 mm lange Kunststoffleisten 26 aus Polyoxymethylen (POM) jeweils zwischen dem horizontalen Schenkel 142 einerseits und der Unterseite der Dachverglasung 10 bzw. der Stirnseite 130 auf den ESG-Scheiben 125, 126 andererseits verkeilt und dort zusätzlich tragend verklebt. In prinzipiell gleicher Weise ist der vertikale Schenkel 141 gegenüber der Dachverglasung 10 gehalten, indem eine Kunststoffleiste 28 zwischen der Stirnseite 110 und dem vertikalen Schenkel 141 verklotzt und verklebt ist. Die Kunststoffleisten 26, 28 sind hierbei nur in denjenigen Abschnitten des vertikalen Schenkels 141 angebracht, in denen eine Lasche 143 am horizontalen Schenkel 142 angeordnet ist.In the L-shaped space extends an isosceles L-shaped
Schließlich tragen die Überstände 16, 18 auf ihren jeweiligen Innenseite eine Kaltschaumisolierung 30 bzw. 32, die auf die Klebefuge 20 hin auf ein nur aus zeichnerischen Gründen unverformtes Rundprofil 34 aus Polyurethan (PUR) auslaufen.Finally, the
Der Ringanker 14 verläuft innerhalb des Glasbauwerks horizontal und U-förmig, umfasst die Dachverglasung 10 und ist an den freien Enden seiner U-Schenkel an einem nicht dargestellten Widerlager befestigt. Zusammen mit der Dachverglasung 10 bildet der Ringanker 14 eine unverschiebliche Aussteifungsebene. Der Schnitt gemäß
Damit verläuft der Ringanker 14 vollständig innerhalb der Stoßfuge 50 zwischen der Dachverglasung 10 und der Wandverglasung 12. Er ist an seinen freien Enden mit dem nicht dargestellten Widerlager verbunden und zusätzlich durch die parallel zu seinen U-Schenkeln verlaufenden Zugstäbe 40 horizontal gelagert. Der Ringanker 14 und sein Widerlager rahmen folglich die Dachverglasung 10 umfangsseitig vollständig ein. Sie ist damit horizontal unverschieblich gelagert und kann dadurch zur Aussteifung des Wintergartens herangezogen werden.Thus, the
Der Ringanker 14 gibt vertikale Lasten aus Winddruck, Schnee und Eigengewicht, die auf die Dachverglasung 10 wirken, über den mit den Leisten 26 verklotzen und verklebten horizontalen Schenkel 142 auf die darunter angeordneten Scheiben 125, 126 der Wandverglasung 12 ab. Windsoglasten auf die Dachverglasung 10 werden durch die Verklebung der Dachverglasung 10 im Bereich der Verklotzung mit dem Ringanker 14 auf jene übertragen.The
Horizontale Kräfte, die auf die Wandverglasung 12 wirken, nimmt ebenfalls der Ringanker 14 auf: sowohl Windsog- als auch Winddrucklasten auf die Wandverglasung 12 gelangen über den inneren Randverbund 127 der Wandverglasung 12, die dort angeordnete Aufnahmetasche 131 und die darin verklebte Lasche 143 auf den Ringanker. Winddruckkräfte leitet der Ringanker 14 über die Leiste 28 auf die Dachverglasung 10 weiter, die sich am Widerlager abstützt. Windzugkräfte dagegen überträgt der Ringanker 14 entweder über die Zugstäbe 40 oder über seine parallel dazu verlaufenden U-Schenkel unmittelbar auf das nicht dargestellte Widerlager.Horizontal forces acting on the
Weder von einer Außenseite des Wintergartens bzw. seiner dargestellten Gebäudekanten noch von seiner Innenseite aus lässt sich der Ringanker 14 erkennen. Denn durch den undurchsichtigen Randverbund 127, 107 der Dachverglasung 10 und der Wandverglasung 12 entsteht ein "schwarzer Rahmen", der im Verhältnis zur gesamten Glasfläche der Dachverglasung 10 und der Wandverglasung 12 schmal und daher unauffällig ausfällt. Durch das Aufeinandertreffen der Stirnseiten 110, 130 und durch die Überstände 16, 18 an der Stoßfuge 50 der Dachverglasung 10 und der Wandverglasung 12 verdeckt er einen für den Betrachter kaum erkennbarer Raum, innerhalb dem der Ringanker 14 untergebracht ist. Dadurch erhält die Gebäudekante am Zusammentreffen der Dachverglasung 10 und der Wandverglasung 12 eine dennoch schlank und luftig erscheinende Gestaltung, ohne dass Stahlbauteile unmittelbar erkennbar wären. Mit dem kaum behinderten Lichtdurchtritt erweckt der Wintergarten damit den Eindruck, ausschließlich aus Glas zu bestehen.Neither from an outside of the conservatory or its illustrated building edges nor from its inside can be seen from the
Die
Das zweite Ausführungsbeispiel gemäß den
Da es sich bei den vorhergehenden, detailliert beschriebenen Konstruktionen um Ausführungsbeispiele handelt, können sie in üblicher Weise vom Fachmann in einem weiten Umfang modifiziert werden, ohne den Bereich der Erfindung zu verlassen. Insbesondere können auch die konkreten Ausgestaltungen des Ringankers in anderen Querschnitten als in dem hier beschriebenen erfolgen. Ebenso können die Falze der Dach- und Wandverglasung in einer anderen Form ausgestaltet werden, wenn dies aus Konstruktionsgründen bzw. designerischen Gründen notwendig ist. Weiterhin schließt die Verwendung der unbestimmten Artikel "ein" bzw. "eine" nicht aus, dass die betreffenden Merkmale auch mehrmals oder mehrfach vorhanden sein können.As the foregoing constructions described in detail are exemplary embodiments, they may be modified in a conventional manner to a wide extent by those skilled in the art without departing from the scope of the invention. In particular, the concrete embodiments of the ring anchor can be made in other cross sections than in the described here. Likewise, the folds of the roof and wall glazing can be configured in another form, if this is necessary for design reasons or designerischen reasons. Furthermore, the use of the indefinite article "a" or "an" does not exclude that the features in question may also be present several times or more than once.
- 11
- StahlrahmenkonstruktionSteel frame construction
- 22
- GanzglasanbauAll-glass cultivation
- 1010
- Dachverglasung (Isolierglasscheibe)Roof glazing (insulating glass pane)
- 1111
- Randbereichborder area
- 1212
- Wandverglasung (Isolierglasscheibe)Wall glazing (insulating glass pane)
- 1313
- Randbereichborder area
- 1414
- Ringankerring beam
- 16, 1816, 18
- ÜberstandGot over
- 20,2220.22
- Klebefugebonded joint
- 2424
- Verklebungbonding
- 26, 2826, 28
- Leistestrip
- 30, 3230, 32
- Isolierunginsulation
- 3434
- Rundprofilround profile
- 4040
- Zugstabtension rod
- 50, 6050, 60
- Stoßfugebutt joint
- 101, 103101, 103
- ESG-ScheibeESG pane
- 102, 104102, 104
- ScheibenzwischenraumDisk space
- 105, 106105, 106
- teilvorgespanntes Glaspartially tempered glass
- 107107
- Randverbundedge seal
- 108108
- Abstandhalterspacer
- 109109
- Verklebungbonding
- 110110
- Stirnseitefront
- 121, 123121, 123
- ESG-ScheibeESG pane
- 122, 124122, 124
- ScheibenzwischenraumDisk space
- 125, 126125, 126
- ESG-ScheibeESG pane
- 127127
- Randverbundedge seal
- 128128
- Abstandhalterspacer
- 129129
- Verklebungbonding
- 130130
- Stirnseitefront
- 131131
- Aufnahmetaschereceiving pocket
- 141141
- vertikaler Schenkelvertical thigh
- 142142
- horizontaler Schenkelhorizontal thigh
- 143, 145143, 145
- Lascheflap
- 144144
- Stahlprofil (Ringanker)Steel profile (ring anchor)
- 146146
- Ankerschaftanchor shank
- 150150
- Ankerkörperanchor body
- 161161
- ÜberstandGot over
Claims (14)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102015106666.1A DE102015106666A1 (en) | 2015-04-29 | 2015-04-29 | Holding construction for insulating glass panes |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3088620A1 true EP3088620A1 (en) | 2016-11-02 |
EP3088620B1 EP3088620B1 (en) | 2022-10-05 |
Family
ID=55806212
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16166457.8A Active EP3088620B1 (en) | 2015-04-29 | 2016-04-21 | Glazing with support structure for insulating glass panes |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3088620B1 (en) |
DE (1) | DE102015106666A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019063326A1 (en) | 2017-09-29 | 2019-04-04 | Saint-Gobain Glass France | Security glazing system, particularly insulating security glazing system, and security glazing, particularly corner insulating security glazing |
CN114382210A (en) * | 2022-02-09 | 2022-04-22 | 中建八局装饰工程有限公司 | Stack-level modeling component type curtain wall system and construction method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10348416A1 (en) * | 2003-10-14 | 2005-06-16 | Marko Stegmaier | Mounting for insulating glass panels of glass facades has profile encompassing edge connection of insulating glazing, and one or more sheet metal enclosures in conjunction with retaining bracket |
DE202010015999U1 (en) | 2010-12-01 | 2011-02-17 | Glasbau Hahn Gmbh | Arrangement with a carrier-supported roof, this and the side walls are made of glass panes |
DE102013217600A1 (en) | 2013-09-04 | 2015-03-05 | Holger Roik | glass facade |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202004017613U1 (en) * | 2004-11-12 | 2005-03-10 | Seele Gmbh & Co. Kg | Marginal join for insulating glass panels includes a holding profile which engages in some areas into zone of spacer to reduced width of join |
DE102006055803A1 (en) * | 2006-09-15 | 2008-03-27 | Diefenthaler Lichträume GmbH | Carrying system for use in e.g. winter garden, has laminated glazing provided with two glass units, and static system with carrying structure provided in space between glass panes at one glass unit of laminated glazing |
AT14257U1 (en) * | 2013-03-13 | 2015-07-15 | Mayer Walter Dipl Ing | insulating glass pane |
-
2015
- 2015-04-29 DE DE102015106666.1A patent/DE102015106666A1/en active Pending
-
2016
- 2016-04-21 EP EP16166457.8A patent/EP3088620B1/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10348416A1 (en) * | 2003-10-14 | 2005-06-16 | Marko Stegmaier | Mounting for insulating glass panels of glass facades has profile encompassing edge connection of insulating glazing, and one or more sheet metal enclosures in conjunction with retaining bracket |
DE202010015999U1 (en) | 2010-12-01 | 2011-02-17 | Glasbau Hahn Gmbh | Arrangement with a carrier-supported roof, this and the side walls are made of glass panes |
DE102013217600A1 (en) | 2013-09-04 | 2015-03-05 | Holger Roik | glass facade |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019063326A1 (en) | 2017-09-29 | 2019-04-04 | Saint-Gobain Glass France | Security glazing system, particularly insulating security glazing system, and security glazing, particularly corner insulating security glazing |
CN114382210A (en) * | 2022-02-09 | 2022-04-22 | 中建八局装饰工程有限公司 | Stack-level modeling component type curtain wall system and construction method thereof |
CN114382210B (en) * | 2022-02-09 | 2024-05-03 | 中建八局装饰工程有限公司 | Laminated modeling component type curtain wall system and construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
EP3088620B1 (en) | 2022-10-05 |
DE102015106666A1 (en) | 2016-11-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE202005004338U1 (en) | Insulation strip for window or door frame profile has ridge profiles closing minor interface gaps | |
WO2010063297A1 (en) | Mounting system for insulating glass panes | |
DE102009023883A1 (en) | Facade element for use in post- and beam constructions in building, has filling element firmly connected with beam and post elements forming carrier structure by aluminum profiles and thermal separation element | |
DE19733154A1 (en) | Double glazing door or window without frame | |
EP3088620B1 (en) | Glazing with support structure for insulating glass panes | |
EP2567053B1 (en) | Metal composite girder as mullion or transom of a glazing and such glazing | |
AT513641B1 (en) | Mount system | |
EP1978171B1 (en) | Elemented mullion and transom facade | |
EP1811114B1 (en) | All glass corner made of insulation glass | |
EP1510644A2 (en) | Window or door construction | |
EP2405093A2 (en) | Modular flame retardant glazing | |
DE4124820C1 (en) | Metal or glass facade or roof - has main glazing bars with sealing strips cut-out to accommodate cross-bars | |
EP1353035B1 (en) | Window or door | |
DE9104769U1 (en) | Holding device | |
DE10319278B4 (en) | Facade element for dressing a building wall | |
AT502084B1 (en) | GLASS ELEMENT | |
CH674541A5 (en) | ||
EP3323970B1 (en) | Closing element for an opening in a building | |
DE20102789U1 (en) | Door leaf, especially for a front door, or the like Laminate with flat surfaces | |
EP3851604B1 (en) | Light element and method for manufacturing the same | |
EP2900879A1 (en) | Structural element and method for producing a structural element | |
DE3715256C2 (en) | ||
AT510161B1 (en) | DEVICE FOR CONNECTING WALL PARTS | |
DE202012009148U1 (en) | Holding device for a double-walled partition or for a plurality of plate elements | |
DE29921581U1 (en) | Glazing system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20170420 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
17Q | First examination report despatched |
Effective date: 20171117 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 1/12 20060101ALN20211202BHEP Ipc: E04D 3/08 20060101ALI20211202BHEP Ipc: E06B 3/66 20060101ALI20211202BHEP Ipc: E06B 3/54 20060101ALI20211202BHEP Ipc: E04B 1/00 20060101AFI20211202BHEP |
|
INTG | Intention to grant announced |
Effective date: 20220104 |
|
GRAJ | Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTC | Intention to grant announced (deleted) | ||
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 1/12 20060101ALN20220425BHEP Ipc: E04D 3/08 20060101ALI20220425BHEP Ipc: E06B 3/66 20060101ALI20220425BHEP Ipc: E06B 3/54 20060101ALI20220425BHEP Ipc: E04B 1/00 20060101AFI20220425BHEP |
|
INTG | Intention to grant announced |
Effective date: 20220511 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1522845 Country of ref document: AT Kind code of ref document: T Effective date: 20221015 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502016015319 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG9D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20221005 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230206 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230105 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230205 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230106 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230525 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502016015319 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20230430 Year of fee payment: 8 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 |
|
26N | No opposition filed |
Effective date: 20230706 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20230421 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230421 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20230430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230421 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221005 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230421 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20231013 Year of fee payment: 8 Ref country code: FR Payment date: 20231016 Year of fee payment: 8 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230421 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230421 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20240501 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20240425 Year of fee payment: 9 |