EP0702118B1 - Vorgehängte Fassadenkonstruktion - Google Patents
Vorgehängte Fassadenkonstruktion Download PDFInfo
- Publication number
- EP0702118B1 EP0702118B1 EP95109250A EP95109250A EP0702118B1 EP 0702118 B1 EP0702118 B1 EP 0702118B1 EP 95109250 A EP95109250 A EP 95109250A EP 95109250 A EP95109250 A EP 95109250A EP 0702118 B1 EP0702118 B1 EP 0702118B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- facade
- facade system
- externally suspended
- shaped
- web
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
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- 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
- E06B7/00—Special arrangements or measures in connection with doors or windows
- E06B7/02—Special arrangements or measures in connection with doors or windows for providing ventilation, e.g. through double windows; Arrangement of ventilation roses
- E06B7/08—Louvre doors, windows or grilles
- E06B7/084—Louvre doors, windows or grilles with rotatable lamellae
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F10/00—Sunshades, e.g. Florentine blinds or jalousies; Outside screens; Awnings or baldachins
- E04F10/08—Sunshades, e.g. Florentine blinds or jalousies; Outside screens; Awnings or baldachins of a plurality of similar rigid parts, e.g. slabs, lamellae
- E04F10/10—Sunshades, e.g. Florentine blinds or jalousies; Outside screens; Awnings or baldachins of a plurality of similar rigid parts, e.g. slabs, lamellae collapsible or extensible; metallic Florentine blinds; awnings with movable parts such as louvres
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
- E04F13/0826—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements engaging side grooves running along the whole length of the covering elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2203/00—Specially structured or shaped covering, lining or flooring elements not otherwise provided for
- E04F2203/04—Specially structured or shaped covering, lining or flooring elements not otherwise provided for comprising a plurality of internal elongated cavities arranged in substantially parallel rows
Definitions
- the invention relates to a curtain, preferably facade construction mounted on an aluminum substructure according to the preamble of claim 1 or 2.
- DE-A-34 01 271 and DE-A-36 27 583 are facade constructions known, which is preferably made of extruded ceramic facade panels, made of short extruded aluminum panel holders, made of aluminum support profiles and basic profiles and anchorages exist. With these constructions the top and bottom folds of the facade panels are almost punctiform gripped by the H-shaped parts of the plate holder and in one particular, the aeration and the capillary Separation serving distance from the front edge of the support profiles committed to this.
- the disadvantages of this construction are the high material and assembly effort when screwing or clipping each two plate holders on the support profiles. Besides, they are Facade panels and especially their folds, on which the Attack the plate holder considerably in the event of impact loads at risk of breakage, since the load is transferred at points.
- Another The disadvantage is that because of the ceramic facade panels usual rough dimensional tolerances, the pre-assembly of the support profiles with appropriate Excess must be done and then in the case of assembly of undersized facade panels with their rebates from the panel holders can be excavated. The subsequent exchange, for example damaged facade panels is difficult.
- the disadvantage is that the height of the top fold of the top exchange plates can be reduced so that this plate with its rebate in its lower plate holder can be lifted.
- the task of the curtain wall construction according to the invention is therefore the technical and economic improvement of the construction.
- the advantage of the solutions according to the invention is in the fact that the mounting profiles can be installed with so much clearance, that the facade panels with the top fold first from below into the upper Carrying profile inserted and can be raised so high that also Façade panels with plus tolerance with their rebate still in the lower support profile can be raised and lowered.
- the required game of built-in facade panels or over their top rebate should be at least the same be the sum of the height of the front upper flange the support profile, the permissible plus tolerance of the facade panel height and the permissible minus tolerance of the support profile spacing.
- the front one and the rear lower flange must be so long that the upper edge or the top rebate of the smallest permissible facade panel (largest Minus tolerance of the plate height) with the largest permissible at the same time Support profile distance (greatest plus tolerance) still with a sufficiently large Grip cover to prevent the facade panels from tipping out to exclude.
- the plate With the arrangement with the horizontal pins, the plate can no longer be dug when the pen (s) are in the lowest possible range to choose from standing bores are used.
- the special advantage of two embodiments of the invention is that the facade panels installed after the mounting of the support profiles, through the compensation the height play between the plate head or the top fold on the one hand and on the other hand, the support profile can no longer be removed.
- this is secured by installing additional plate holders the installation of the facade panels arranged under this, what now by inserting the vertical or horizontal pins. This means a considerable saving in material and labor costs.
- the horizontal Game between plate head or plate head rebate and support profile a bolt or pin engaging vertically from above in the game or partially filled out. This has the advantage of rattling the facade panel is avoided in wind and that between the top fold and the extruded support profile kept a vertical ventilation gap open becomes.
- a hardening mass e.g. Silicone rubber backfilled and thus balanced
- the H-shaped Part of the support profile preferably over a web with a rear (wall-side) vertical flange connected.
- This has the advantage that the front and rear flanges of the H-shaped profile part on the one hand over the Bridge with the rear flange arranged a double T-beam form which for the discharge of high wind loads by its high Section modulus around the vertical Y-axis is particularly suitable. This can be achieved by additional reinforcement of the front flanges and the rear Flange can be increased even further. This arrangement makes it significant Savings in the overall depth of the facade construction possible.
- the web is preferably obliquely to the rear rising between the H-shaped support section and the rear wall side Open the flange.
- Facade construction according to claim 8 is the horizontal web of the H-shaped Support profile part with numerous two or more sides punched out otherwise but still provided with tabs connected to the web, which at the Installation after installing the facade panels arranged under the support profile downwards, preferably until the facade panel touches or their top fold are bent out.
- tabs take over this embodiment of the invention, the function of vertical play compensation between the top edge of the facade panel or its top rebate on the one hand and the horizontal web of the H-shaped part of the support profile on the other hand, what in the variants according to claims 1 and 2 by the there inserted pins and in the variant according to claim 4 by a Filling mass takes place.
- the tabs are bent so much that its upper part is very steep downwards, the lower part is flatter runs because the lever arm for bending the tab back is shorter and the holding force gets higher.
- the particular advantages of this embodiment consist in the fact that the additional material and labor for there is no need to insert the pins or insert the filling compound but the facade panels are largely free of play from the first moment and are securely attached to the substructure.
- Another variant according to claim 9 is that alternately tabs of different lengths are arranged.
- the advantage of longer tabs is that because of the longer lever arm with less Force can be bent down.
- the advantage of the shorter ones Laschen, on the other hand, is that they are at a larger angle downwards can be turned so that the security forces are greater because the lever arm for the back bend is smaller.
- the advantage of the tabs that are turned in opposite directions is that they are resilient touch of the facade panel through self-locking effect Obstacle to moving them in both horizontal directions.
- the tab end one-sided slanted or pointed or the whole tab arranged at an angle.
- the resulting advantage is that the touched the top edge of the panel or the top rebate of the facade panel and so that one side is pushed away.
- This also makes the horizontal game the facade panel head or the top rebate in the H-shaped part of the support profile compensated and the clattering of the facade panels prevented.
- Furthermore results from an arrangement of the tabs near the front Flange of the support profile an advantageous capillary water management Facade water running out through the punched tab holes along the tabs to the front of the head rebate or plate head.
- the game balance results in a one-sided, e.g. Front vertical ventilation gap between the top fold and the front lower flange of the H-shaped support section.
- the facade construction tabs from the middle web of the H-shaped profile part of the support profile partially punched out and slightly bent upwards so that the lower one Edge or the rebate of the upper facade panel spreads on it, so that a horizontal air gap is created between this and the central web.
- This has the advantage that the water running off the back of the facade panels can run freely through the punched openings and not through Capillary action is retained. This also dries the foot folds of the Facade panels out faster so that there is no moisture accumulation and discoloration in the lower edge area of the facade panels.
- the facade construction according to the invention according to claim 12 is both the connecting web of the H-shaped support profile part as well as the foot rebate of the facade slab, preferably after sloping front.
- the foot rebate of the next panel also has the advantage that the foot rebate in the support profile slides forward and on the front upper flange is free of play so that the rattling of the plates is prevented and on the back of the foot flange a gap for the water flow and Ventilation is created.
- By different shape and strength of the head and Foot seams can ensure the alignment of the front surfaces of the facade panels become.
- Another advantageous embodiment variant of the facade construction according to the invention according to claim 13 is that also on the front lower flange of the H-shaped support profile part arranged bendable tabs are. These allow you to balance the horizontal play between Top rebate and support profile, so that the usually behind the facade panels spring profiles required to avoid rattling noises in the wind can be omitted.
- a further corresponding improvement results from claim 16 in that the rear lower edge of the facade panel or the rebate is bevelled accordingly. This not only results in Advantage of an easier assembly but also the advantage of an improved Drainage of the water running on the back of the plate through the in the support profiles punched tabs to the front of the plate but also improved ventilation.
- Facade construction is the rear, wall-side flange of the support profile arranged so deep that they are the flanges of the H-shaped profile part at about the same height.
- Main profiles are made from the front by two on one Axial holes in the lower flanges of the H-shaped profile part. This arrangement has the advantage that the resultant wind suction load is approximately at the level of the axis of the fastening screw or rivet with which the support profile is attached to the main profiles.
- the upper front Flange of the H-shaped support profile part slightly chamfered so that the clear Width of the upper half of the H-shaped profile part narrower towards the bottom and thereby the foot fold in wind suction with its lower edge on Support profile is present.
- the wind suction load of the upper facade panel derived below in the support profile.
- the lower front Flange is provided with a reinforcement at its lower end also the wind suction load of the lower plate is derived as low as possible. This makes it possible for the resultant of the wind suction loads to be lower than that horizontal axis of fastening the support profile to the substructure to arrange. This results in an upward rotating moment from the Wind suction load, which is directed against the moment from the own load.
- Construction according to claim 19 is the web between the H-shaped part and the rear flange of the support profile approximately at the two lower ends the same arranged. This creates a water gutter, which becomes effective when briefly over the open horizontal joints more water is driven in by wind than at the same time can run through the openings in this web.
- the gutter also has the advantage that water dripping from above is collected without that by atomizing the impinging drop the thermal insulation can be drenched.
- Facade construction according to claim 20 is the wall-side part of the support profile partly as a hollow cross section, partly as an open C cross section educated.
- the advantage of the hollow cross section is that the support profile becomes significantly more torsionally stiff or with the same torsional stiffness and thus a noticeable material saving with the same permissible span is achieved.
- Due to the additional open C-shaped or flange-like Part of the support profile has the advantage that the support profile after riveted to the main vertical profiles in a simple manner or can be screwed on without a much more complex attachment through the hollow cross section would be required.
- facade panels their extrusion direction is perpendicular to the front of the facade, in plastic State of a ceramic strand or in the fired state of a large block perforated brick cut off and can be different because of it directed strand direction not pressed with a head and / or foot fold become. Instead of head and foot folds, however, can be in the frame grooves are sawn or milled into these plates without great effort, into which the flanges and or the tabs of the support profile engage.
- a Another advantage is that the top and the bottom Grooves can be of the same size and exactly symmetrical, whereby the manufacturing technology of the ceramic honeycomb facade panels is significantly simplified.
- honeycomb-shaped ceramic facade panels are very good as a substrate suitable for climbing plants without destroying them and without severe frost on metal trellises will suffer damage itself.
- the Tabs can of course also from the top and / or from the bottom in the vertical Intervene perforation of facade panels, their extrusion direction in the vertical Direction runs.
- facade constructions according to the invention are not on horizontal support profiles and facade panels with horizontal holes limited. Leave all the variants described above and below also in connection with vertical support profiles and / or with facade panels apply with vertical holes.
- Claim 22 is the lower half of the H-shaped part of the support profile so to the rear towards the wall of the building that in alignment Front of the upper and lower facade panel the lower facade panel can be carried out with a much greater depth.
- Shockproof facade panels can be arranged without making them more expensive Execution for the entire facade would be required.
- the minor A loss of section modulus around the Y axis falls here not significant because the wind loads are lower in the lower part of the building are.
- the top half of the H-shaped part can also be opposite the lower half, if exceptionally only from one certain facade height requires a reinforced design of the panels should be.
- a facade construction according to claim 23 is done by pouring the perforation of the facade panels with a heavy Filling compound erects a significantly increased impact resistance. Became empirical demonstrated that the impact strength is disproportionate to the increase in weight increases. By pouring reinforcing bars, preferably made of stainless steel, not only a further increase in dead weight is achieved but also the additional advantage that the facade panel at a possible violent stress does get a crack but does not break apart.
- the support profiles to frameless cassette constructions pre-assembled in which the support profiles in the 1/5 point and in 4/5 point of their total length Ll attached to two rear main profiles which in turn are anchored directly to the building wall.
- This construction has several major advantages. On the one hand, they lie in that with the stress of the support profiles as a cantilever a span of 3/5 x L1 and overhangs on both sides of 1/5 x L1 the bending moments and thus the material stresses from wind and dead loads only be about 1/6 of the bending moments at the full span of 1 x L1 would occur.
- the total width of the cassette construction is almost 2.5 times increase; or it can be essential for a given total width lighter support profiles can be used.
- the load is also transferred the shortest possible route directly into the main profiles, which in turn advantageously in the 1/5-point and 4/5-point of their total vertical length L2 can be anchored to the building and are therefore particularly light can be.
- the heavy and expensive cassette frame construction can thereby completely eliminated. If a decorative cassette frame for decoration is desired, this can take the form of a very light, non-load-bearing one Execution can be placed on the cassette construction.
- a further embodiment of the facade according to the invention according to claim 25 solves the problem of thermal expansion of the support profiles, which is even more serious than before due to the increased spans of the construction according to claim 24.
- the problem is this. that simple wall angle anchors are usually used to anchor the main profiles to the building wall, to which the continuous main profiles are attached. With the temperature differences of ⁇ 50 K common in the facade area and a thermal expansion of aluminum of 2.5 x 10 -6 , there is often plastic deformation of the wall bracket, whereby the permissible stresses are considerably exceeded.
- the solution to the problem according to claim 25 is that the wall angle holder is instead of simply simply folded here once or several times in a meandering manner, and as a result there is considerably more deformation path available with the same bending stress.
- the possible and permissible without voltage overshoot of Verschiebunq attached to the multi-folded meandering wall angle holder supporting section is 2 ⁇ l and ⁇ l is substantially greater than the first
- the particular advantage of these embodiments is that the length compensation at the so-called sliding point is not achieved by sliding a rivet connection by means of an elongated hole, but only by elastic bending of a thin-walled individual part. This eliminates the effects of friction, which can often lead to the sliding process being blocked.
- FIG. 26 Another embodiment variant of the construction according to the invention exists according to claim 26 in that the elastic in the lateral direction Wall bracket according to claim 25 also in the vertical direction - ie vertically to the drawing plane - as floating points for the thermal expansion of the vertical main profiles can be used. Training usually takes place a floating point of this type by means of the main profile a flat rivet gauge inserted between the profiles only during the riveting process is riveted with play to the wall bracket, which has an elongated hole is provided. The round hole in the other main profile is depending on the required Degree of coverage of wall bracket and main profile - so each according to the required distance from the wall - drilled just before riveting. With stainless steel profiles, this leads to difficulties in that This is very difficult to drill on the construction site due to its hardness can.
- Another advantageous embodiment of the facade construction according to the invention according to claim 27 is that the support profiles of the Facade panels or their head and foot rebates from the front and rear become.
- the advantage is that the support profiles are not openly visible on the back but largely hidden between the Plate folds are arranged, which is sometimes circumferential in the case of assembly Cassette frame is required at the architect's request.
- a Another advantage is that the cross sections of these facade panels are largely symmetrical, so that greater accuracy in manufacture the same is possible.
- the bending tabs are advantageously accessed as claimed 28 by a tool in the form of a beard key, which with the end of its shaft as an axis of rotation in an opening of the vertical web of the support profile is inserted so that by turning the key the beard acts on the tabs and bends them.
- a tool in the form of a beard key which with the end of its shaft as an axis of rotation in an opening of the vertical web of the support profile is inserted so that by turning the key the beard acts on the tabs and bends them.
- the support profiles C-shape, double-T shape or double-C shape, so that they remain invisible even behind open panel joints if you place them in the profile interior dark colors.
- Another advantage of these profiles is in that when replacing individual facade panels through the panel joints and the open profiles the tabs required to compensate for play are still accessible. The replaced plates do not need secured with silicone rubber against falling out or taking out, because they can be secured by bending the tabs.
- FIG. 29 is the invisible attachment of window sill panels of the substructure.
- the window sill plate is on two Support profiles placed and moved parallel to the front so far that the Profiles or parts of the profiles of a fold bar on the window sill panel reached under and the window sill plate thereby secured against lifting becomes.
- For a later shift of the window sill plate in the opposite direction and to prevent it from lifting off will be on one of the two Profiles a tab bent so far that this with or without play on the Facade panel is in contact.
- the special advantage of the construction is that that the assembly is very easy and safe and that the support profiles of the Outside of the facade completely and largely from the back are hidden.
- the support profiles inside the elongated holes of the facade panels arranged invisibly are the support profiles inside the elongated holes of the facade panels arranged invisibly.
- the support profiles have almost any Cross-section as a round tube, square tube, U-profile, C-profile or the like and are on one or more outer surfaces, each with a row of obliquely bent out resilient tabs to compensate for the horizontal and vertical play and to compensate for inaccuracies in shape.
- the facade panels must be "threaded" onto two support profiles become; however, the embodiment has the advantage of particularly high security to prevent individual parts from falling in the event of impact loads, since the resilient Lugs absorb the impact to a large extent.
- a special embodiment of the facade panels with an inside Support profile is a shading wing according to claim 33.
- a rotatable bearing is produced by stub axles screwed into both ends of the support profiles, which e.g. in corresponding eyelets of a cassette construction be stored.
- the advantage of this design is that too brittle and fragile ceramic facade panels elastic on the Support profile can be attached and is therefore also suitable for moving parts, as is sometimes required by the architect for visual reasons.
- a very practical embodiment variant is that according to claim 34, one of the knuckles with right-hand thread and the other on the opposite End with left-hand thread is screwed into the support profile and both steering knuckles at the end e.g. thanks to a square shape against twisting can be secured.
- This embodiment has the advantage that the storage is also possible without tools in the cassette frame, which is due to the side too narrow joints are not accessible. Before assembling the finished shading wing the two steering knuckles are in the side cassette walls almost entirely, i.e.
- FIG. 35 Another particularly advantageous embodiment of the invention Facade according to claim 35 is that the support profiles in the claims 1 to 24 described structures symmetrical to a double support profile are summarized. It is possible in the plane of symmetry arranged mounting flanges to be omitted completely, so that the two H-shaped profile parts only connected by a central web are. But it is also possible to separate these mounting flanges move and combine up and down to a hollow box-shaped support profile.
- the advantage of this embodiment is that. that these Support profiles can be covered on both sides with a facade and that each the required resistance moments around the X axis according to shape and size (for the dead loads) and around the Y-axis for the wind loads can be. This embodiment is particularly suitable for large ones Spans, as e.g. are required for noise barriers.
- Claim 36 A further embodiment variant with considerable advantages exists Claim 36 in that the construction with the hollow box profile Claim 35 composed of two symmetrically arranged support profiles which is in its central plane by vertical and diagonal flat profiles are interconnected so that a truss is formed becomes.
- the particular advantage of this construction is that several arranged in pairs one below the other and by vertical and diagonal Flat profiles connected to a truss girder in vertical Direction have a much higher load capacity than the sum of the Load capacity of all pairs of support profiles corresponds. This makes it possible to usual for noise barriers on federal highways and highways Wingspan of 4 m with very light and thin-walled support profile constructions to bridge.
- the facade construction according to the invention according to claim 37 is a front leg of the H-shaped support profile part serrated, while the other front leg runs continuously is designed.
- the advantage of this embodiment is that it also for fixing strand facade panels with vertically arranged Punching is suitable if the hole spacing and tooth pitch are coordinated are.
- the continuous half advantageously overlaps of the H-profile, the top rebate of the facade panel arranged below, while the toothed flange on the top from below into the perforation of the top Facade panel engages.
- the Plate in which the continuous fold engages the webs between the Elongated holes in the facade panels are removed.
- Fig. 1 it can be seen in the upper part that the support profile 1 with a H-shaped profile part 2, which is equipped with its lower half the upper panel rebate 5 of the facade panel 3 and with its upper half engages around the lower panel rebate 6 of the facade panel 4. That between the Top edge of the plate rebate 5 and the middle web 8 of the H-shaped profile part 2 remaining vertical game 7 is made entirely by a pin 9 or partially filled, which through an opening in the middle web 8 was inserted and which by the lower foot fold 6 of the above arranged facade panel 4 secured against falling out or pulling out is. From the lower part of Fig.
- FIG. 3 From Fig. 3 it can be seen that the vertical play 20 and the horizontal Game 21 between the top rebate 22 of the facade panel 29 and the middle Web 25 and the vertical flanges 23, 24 of the H-shaped profile part 26 of the support profile 27 is filled with a filling compound 28. This can be done the insertion of the facade panel 29 from below into the H-shaped profile part be introduced. However, the introduction is easier. B. from tubes through holes 30 in the central web 25 or through holes from the front in the front flange 23, so that in the area of these holes to compensate for play Upholstery is created.
- a support profile 34 is shown, the two lower flanges 32, 33, which encompass the top fold 31, with ventilation openings or ventilation slots 35, 36 are provided.
- the section modulus can still be targeted increased or construction depth saved.
- the jetty rising to the rear 38 is provided with openings 40 so that water driven in by the wind or condensed water to the front to the H-shaped profile part 37 and from there can be derived at the back of the facade panels.
- a support profile 45 is shown, which in the horizontal web 42 of the H-shaped profile part 43 with partially punched-out tabs 44 is provided. These tabs are 46 after installing the facade panels bent out from top to bottom until they are free of play or with little Play against the top edge or on the top rebate 47 of the facade panel 46 and secure it against lifting.
- a support profile 45 is shown, from the horizontal web 42 a longer tab 44 and a shorter tab 48 as far down are bent out that they are on the upper edge of the top rebate 47 of the facade panels 46 play without play or with play.
- Fig. 5c the H-shaped part of a support profile is shown, from which horizontal web 49 straps with different contours 50 to 56 punched out are, which are each still connected at one end to the web 49 are around which they can be bent.
- These tabs are preferred spaced 57 such that each facade panel can be secured by at least one bent tab.
- the obliquely cut tab 53 penetrates somewhat into the surface with its tip the facade panel or its top rebate.
- the acute-angled tab 54 reaches with its tip into the front gap between the top fold of the Plates and the front lower flange and compensates for the horizontal Game.
- the tab 55 exercises an additional due to its oblique arrangement horizontal force on the top fold and the tab 56 is asymmetrical in the web 49 attached.
- Fig. 6a are from the central web 57 of the H-shaped profile part 58 of the Support profile 59 tabs 60 partially punched out and bent upwards, that between the lower edge of the rebate 61 of the upper facade panel 62 and the central web 57, an air gap 63 is formed.
- Fig. 7 are the central web 69 of the H-shaped profile part 70 of the support profile 71 and the lower edge 75 of the rebate 76 of the facade panel 77 sloping towards the front.
- the foot fold 76 slides in the H-shaped profile part 70 to the front and lies without play on the front upper flange 78.
- the top fold 80 of the facade panel 74 is pushed back and lies against the rear lower flange 81 without play and without rattling.
- the pressure of the top fold 80 on the rear lower flange 81 can optionally also by bending corresponding tabs 73 in the front lower flange 72 can be reached.
- Fig. 8 are several flanges of the H-shaped profile part 82 of the support profile 94 at their ends 83, 84, 85 with reinforcements directed towards the H inside Mistake. This can result in the transmission of wind and shock loads from the head of the foot fold 90 to its foot.
- the upper edge 87 of the front upper flange 86 sloping forward and the rear lower edge 88 of the rebate 90 of the facade panel 89 formed inclined to the rear to facilitate installation.
- the rear wall-side flange 91 of the support profile 94 is approximately at the same level with the lower flanges 92, 93 of the H-shaped profile part 82.
- the holes 95, 96, 97 arranged in the three flanges 91, 92, 93 lie about on one axis. It can also be seen that the inside 98 of the upper front flange 86 is chamfered. It also shows that a web 99 is attached from the lower end of the flange 84, which rises towards the rear the connection to the lower end of the building Manufactures flange 91. The web 99 forms with the flanges 84 and 91 a gutter for larger, temporarily possible larger ones on the back of the facade amount of water running off. The water can pass through the openings 100 drain again.
- the wall-side part 101 of the support profile 102 consists of a Box section 103 and an open part 104. It is further shown that in the oblique central web 105 of the H-shaped profile part 106 securing tabs 107 are bent down, which on the beveled rear edge 108 of the top rebate 109 of the facade panel 110 attack and both forward with an air gap against the spacer tabs 111 press on the front lower flange 112 as well Secure facade panel 110 against lifting upwards.
- the top facade panel 113 is seated with the inclined groove surface 114 of its foot fold 115 the distance tabs 116, which from the inclined central web 105th are punched out and bent upwards.
- the rear lower flange 117 of the H-shaped profile part 106 forms together with the inclined web 118 and the front wall 119 of the hollow box section 103 a water collecting channel 120, from which the water flows down through the openings 121 can.
- a horizontal flange 122 is attached to the support profile 123 from which the downwardly and upwardly bent tabs 124, 125 into the engage grooves 126, 127 of the facade panels 128, 129 and secure them against lifting or falling out.
- the holes 137 of the facade panel 138 are filled with concrete 139, which roughly doubles the impact resistance.
- a reinforcing bar 140 made of stainless steel, which not only further increases the impact resistance, but also that Prevents the plate from breaking across the perforation.
- the horizontal support profiles 141 are shown, which the Have total length L1 and approximately in the 1/5 point or 4/5 point of their total length are attached to the rear main profiles 142. These are in turn again at about 1/5-point or 4/5-point of their total length L2 Anchoring 143 anchored to the building wall 144.
- the support profiles 148 are on the continuous main profiles 145 attached, which in turn in the left part of the drawing on a simple meandering angled wall bracket 146 and in the right part a multiple meandering angled wall bracket 147 attached is.
- the support profiles 160 are attached to main profiles 159, which in turn on a simply meandering angled sliding shoe 153 or are attached to a multi-angled shoe 154.
- main profiles 159 In the Slide thermal expansion of the main profiles 159 perpendicular to the plane of the drawing the sliding shoes 153, 154 with their legs 155, 156 in the gap of the U-shaped folded leg 157, 158 of the fixed part 151, 152 of the wall bracket 149, 150.
- the support profiles 159 are from the edge-side lower folds 160, 161 of the upper facade panel 164 and of the edge-side folds 162, 163 of the lower facade panels 165 encompassed on both sides.
- the tabs 166 of the Support profile 159 can through the beard 167 of a key-like tool 168 are bent downwards. This tool comes with its Shank end 169 rotatable in openings 170 of the vertical web 171 of the Carrying profile 159 inserted and is supported there. as soon as the tabs 166 be bent.
- a window sill panel 172 is shown, which on two support profiles 173, 174 rests, the partial areas 175, 176 of folds 177, 178 the window sill panel 172 can be reached. From the support profile 174 are Brackets 179 bent out, which the windowsill plate 172 against horizontal Secure shift.
- a lintel plate 180 is shown, which on two support profiles 181, 182 is attached, which in sections 183, 184 of folds 185, 186 the lintel plate 180 are gripped. From the support profile 182 are tabs 187 bent out, the lintel plate 180 against horizontal displacement to back up. In the support profile 188 screws 189 are secured against screwed in horizontal displacement.
- 19a / 19b support profiles 190, 191 are shown, which on several Pages are provided with sloping tabs 192, 193 and in the Elongated holes 194, 195 of the facade panels are inserted. In doing so the tabs are bent back elastically, so that a play-free but elastic The facade panel is fastened.
- movable shading elements 199 are shown, in which the facade panels 196, 197 on a support profile 198 are threaded. Steering knuckles 200, 201 with right or. Left-hand thread screwed in. Plastic adapters 202, which in the Forehead joints between two facade panels engage on both sides into the holes in the plates and secure them against each other Twist.
- a double-sided support profile is shown, which on both sides consists of H-shaped parts 203, 204, which are interconnected by a web 205 are connected.
- FIG. 21b Another double-sided support profile is shown in FIG. 21b which the mutually H-shaped parts 203, 204 by oblique webs 206, 207 are connected to a central hollow box profile 208.
- 22 a shows the vertical section of a noise barrier.
- two symmetrically arranged support profiles 209 via vertical and diagonal Flat profiles 211 which are arranged in the plane of symmetry 210, so connected to each other that in connection with above and / or below arranged truss profile pairs creates a truss.
- the outside Flanges 212 of the H-shaped profile parts 213 are for increasing the section modulus Wy amplified about y-axis 214.
- truss 215 In Fig. 22 b, one half of the truss 215 is shown. He will by means of a crane and ropes 216 from above between the flanges 217 of the supports 218 on both sides and on the foundations on both sides Discontinued 219.
- the truss 215 itself consists of the pairs one above the other horizontal support profiles 220, the vertical Flat profiles 221 and the diagonals 222, which are in the plane of symmetry 223 are arranged.
- a support profile 227 is shown.
- the front leg 224 of the H-shaped support profile 225 is toothed and the other front leg 226 is carried out continuously.
- FIG. 24 shows an embodiment that corresponds to that of FIG. 9 is similar.
- the rear lower in the embodiment of FIG. 24 Flange 117 and the inclined web 118 are not available.
- the oblique middle web 105 is immediate connected to the wall profile.
- the sloping central web 105 could 24 also with the front in the embodiment according to FIG Wall of a box girder profile (not in Fig. 24 shown in the drawing).
- the facade panel lies with its rebate on the sloping middle one Bridge 105.
- 24 could also in the embodiment of FIG the spacer tabs 116 provided in FIG. 9 are provided be (not shown in the drawing of Fig. 24).
- the top fold the facade panel under the profile is also 24 in one embodiment 9 corresponding manner from the spacer tabs 111 of the front lower flange 112 and the securing tabs 107 of the inclined middle web 105 held.
- 26 is not only the rear one upper end of the top fold of those located under the profile part Facade panel held by a securing tab, but also its front upper end.
- the top fold is both on the back and on the front of one each Secured tab held. Both securing tabs are included connected to the horizontal web of the profile part.
- FIG. 25 shows a modification of the embodiment of FIG. 26.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Movable Scaffolding (AREA)
- Sewage (AREA)
Description
- Fig. 1
- zeigt einen Vertikalschnitt quer durch eine erfindungsgemäße Fassadenkonstruktion
- Fig. 2
- zeigt einen Vertikalschnitt
- Fig. 3
- zeigt einen Vertikalschnitt
- Fig. 4
- zeigt einen Vertikalschnitt
- Fig. 5 a
- zeigt einen Vertikalschnitt quer zur Fassadenfläche
- Fig. 5 b
- zeigt den Vertikalschnitt AA parallel zur Fassadenfläche
- Fig. 5 c
- zeigt eine Draufsicht auf ein Tragprofil
- Fig. 6 a
- zeigt einen Vertikalabschnitt quer zur Fassadenfläche
- Fig. 6 b
- zeigt den Vertikalabschnitt BB parallel zur Fassadenfläche
- Fig. 7
- zeigt einen Vertikalschnitt
- Fig. 8
- zeigt einen Vertikalschnitt
- Fig. 9
- zeigt einen Vertikalschnitt
- Fig. 10
- zeigt einen Vertikalschnitt
- Fig. 11
- zeigt einen Vertikalschnitt
- Fig. 12
- zeigt einen Vertikalschnitt
- Fig. 13
- zeigt eine Frontalansicht und einen Vertikalschnitt CC
- Fig. 14
- zeigt einen Horizontalschnitt
- Fig. 15
- zeigt einen Horizontalschnitt
- Fig. 16
- zeigt einen Vertikalschnitt
- Fig. 17
- zeigt einen Vertikalschnitt
- Fig. 18
- zeigt einen Vertikalschnitt
- Fig. 19 a
- zeigt einen Vertikalschnitt
- Fig. 19 b
- zeigt die Ansicht eines Tragprofiles
- Fig. 20 a
- zeigt eine perspektivische Ansicht
- Fig. 20 b
- zeigt Ansichten und Schnitte
- Fig. 20 c
- zeigt einen Querschnitt
- Fig. 21 a
- zeigt einen Vertikalschnitt
- Fig. 21 b
- zeigt einen Vertikalschnitt
- Fig. 22 a
- zeigt einen Vertikalschnitt
- Fig. 22 b
- zeigt eine Ansicht, einen Vertikalschnitt und einen Horizontalschnitt
- Fig. 23
- zeigt einen Vertikalschnitt und eine Ansicht
Claims (38)
- Vorgehängte Fassadenkonstruktion, bestehend aus Tragprofilen, vorzugsweise horizontalen Tragprofilen (1), welche mit einem Profilteil, vorzugsweise mit einem H-förmigen Profilteil (2) und/oder mit einem U-förmigen Profilteil Teile der Fassadenplatten (3, 4), insbesondere Plattenfalze (5, 6) mit Spiel umgreifen,
dadurch gekennzeichnet,
daß das vertikale Spiel (7) zwischen den vorzugsweise keramischen Fassadenplatten (3) oder Plattenfalzen (5) und dem Steg bzw. mittleren Steg (8) des Profilteils bzw. des H-förmigen Profilteils (2) bzw. des U-förmigen Profilteils durch in das Spiel (7) eingefügte Stifte (9) ganz oder teilweise ausgefüllt ist. - Vorgehängte Fassadenkonstruktion, bestehend aus Tragprofilen, vorzugsweise horizontalen Tragprofilen (1), welche mit einem Profilteil, vorzugsweise mit einem H-förmigen Profilteil (2) und/oder mit einem U-förmigen Profilteil Teile der Fassadenplatten (3, 4), insbesondere Plattenfalze (5, 6) mit Spiel umgreifen,
dadurch gekennzeichnet,
daß das vertikale Spiel (7) zwischen den vorzugsweise keramischen Fassadenplatten (3) oder Plattenfalzen (5) und dem Steg bzw. mittleren Steg (8) des Profilteils bzw. des H-förmigen Profilteils (2) bzw. des U-förmigen Profilteils durch in das Spiel (7) eingefügte Bauteile ganz ausgefüllt ist. - Vorgehängte Fassadenkonstruktion nach Anspruch 1, dadurch gekennzeichnet, daß das vertikale Spiel (10) zwischen Fassadenplattenkopf oder Kopffalz (11) einerseits und dem mittleren Steg (12) andererseits durch einen in das vertikale Spiel (10) eingreifenden horizontalen Stift (13) ganz oder teilweise ausgefüllt ist.
- Vorgehängte Fassadenkonstruktion nach Anspruch 1 oder 3, dadurch gekennzeichnet, daß das horizontale Spiel (15) zwischen dem Fassadenplattenkopf oder Kopffalz (16) einerseits und dem Tragprofil (17) andererseits durch einen vertikalen Stift (18) ganz oder teilweise ausgefüllt ist.
- Vorgehängte Fassadenkonstruktion nach Anspruch 2, dadurch gekennzeichnet, daß das vertikale Spiel (20) und/oder das horizontale Spiel (21) zwischen dem Fassadenplattenkopf oder dem Kopffalz (22) einerseits und dem mittleren Steg (25) und/oder den vertikalen Flanschen (23, 24) des H-förmigen Profilteils (26) des Tragprofils (27) durch eine Füllmasse (28) ausgefüllt ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß in einem unteren oder in den beiden unteren, den Fassadenplattenkopf oder den Kopffalz (31) umgreifenden Flanschen (32, 33) des Tragprofils (34) Lüftungslöcher oder Lüftungsschlitze (35, 36) angeordnet sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß das H-förmige Teil (37) des Tragprofils (34) über einen Steg (38) mit einem hinteren wandseitigen, vorzugsweise vertikalen Flansch (39) verbunden ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der vorzugsweise schräg nach hinten ansteigende Steg (38) mit Öffnungen (40) versehen ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der horizontale Steg (42) des H-förmigen Profilteils (43) mit zwei oder mehrseitig ausgestanzten mit dem Steg (42) verbundenen Laschen (44) versehen ist, welche im eingebauten Zustand der unter dem Tragprofil (45) angeordneten Fassadenplatten (46) nach unten herausgebogen sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß in dem horizontalen Steg (49), vorzugsweise abwechselnd kürzere Laschen (50) oder längere Laschen (51) oder Laschen in gleicher und/oder entgegengesetzter Richtung (52) angeordnet sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Laschenenden einseitig schräg (53) oder spitz (54) ausgebildet sind oder die ganzen Laschen schräg (55) oder außermittig (56) angeordnet sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der mittlere Steg (57, 66) des H-förmigen Profilteils (58) mit zwei oder mehrseitig ausgestanzten Laschen (60, 63, 64, 65) versehen ist, welche nach oben herausgebogen sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Verbindungssteg (69) des H-förmigen Profilteils (70) schräg, vorzugsweise schräg nach vorne abfallend ausgebildet ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß einer oder mehrere Flansche des H-förmigen Teils (70) des Tragprofils (71), insbesondere der vordere untere Flansch (72) mit zwei- oder mehrseitig ausgestanzten Laschen (73) versehen sind, welche im eingebauten Zustand der Fassadenplatten (74) zur Innenseite des H-förmigen Tragprofilteils (70) herausgebogen sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß ein oder mehrere Flansche des H-förmigen Tragprofilteils (82) an ihren Enden (83, 84, 85) mit zur H-lnnenseite gerichteten Verstärkungen versehen sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der vordere wandabgewandte obere Flansch (86) des H-förmigen Tragprofilteils (82) an seiner Oberkante (87) nach vorne abfallend abgeschrägt ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die hintere, wandzugewandte Unterkante (88) der Fassadenplatte (89) oder des Fußfalzes (90) nach hinten ansteigend abgeschrägt ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der hintere, wandseitige Flansch (91) des Tragprofils (94) etwa auf gleicher Höhe mit den unteren Flanschen (92, 93) des H-förmigen Teils (82) angeordnet ist und daß die in den Flanschen 91, 92, 93 angeordneten Öffnungen 95, 96, 97 etwa auf einer Achse liegen.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Innenseite (98) des oberen vorderen Flansches (86) schräg angeordnet ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichent, daß der Steg (99) zwischen dem H-förmigen Profilteil (82) und dem hinteren Flansch (91) des Tragprofils (94) etwa vom unteren Ende des hinteren Flansches (84) des H-förmigen Teils (82), vorzugsweise ansteigend etwa zum unteren Ende des hinteren gebäudeseitigen Flansches (91) verläuft.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der wandseitige Teil (101) des Tragprofils (102) aus einem Hohlkastenprofilteil (103) und einem offenen Teil (104) besteht.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die am horizontalen Flansch (122) des Tragprofils (123) angebrachten Laschen (124, 125) von oben bzw. von unten in kopfseitige bzw. fußseitige Nuten (126, 127) der unter bzw. über dem horizontalen Flansch (122) festgelegten Fassadenplatten (128, 129) eingreifen.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die untere Hälfte (129) oder obere Hälfte (132) des H-förmigen Teils (130) des Tragprofils (131) gegenüber der anderen Hälfte (132, 129) nach hinten in Richtung Gebäudewand versetzt angeordnet ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Löcher (137) der Fassadenplatten (138) ganz oder teilweise mit einer Füllmasse (139), vorzugsweise Beton ausgefüllt sind, in welchen vorzugsweise ein oder mehrere Armierungsstäbe (140) eingelagert sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Tragprofile (141) in den 1/5-Punkten und den 4/5-Punkten ihrer Gesamtlänge L1 an zwei im rechten Winkel dazu verlaufenden Hauptprofilen (142) festgelegt sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Hauptprofile (145) an Wandwinkelhaltern (146, 147) befestigt sind, welche ein oder mehrfach meanderförmig abgewinkelt sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Wandwinkelhalter (149, 150) aus einem fixen Teil (151, 152) und aus einem Gleitschuh (153, 154) besteht und daß ein Schenkel (155, 156) des ein oder mehrfach meanderartig abgewinkelten Gleitschuhs (153, 154) in dem Spalt des U-förmigen gefalteten Schenkels (157, 158) des fixen Teiles (151, 152) des Wandwinkelhalters (149, 150) gleiffähig angeordnet ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Tragprofile (159) von den randseitigen Falzen (160, 161, 162, 163) benachbarter Fassadenplatten (164, 165) beidseitig umgriffen sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Laschen (166) des Tragprofils (159) durch den Bart (167) eines schlüsselförmigen Werkzeuges (168), dessen Schaftende (169) drehbar in Öffnungen (170) des vertikalen Steges (171) des Tragprofils (159) einsteckbar ist, verbiegbar angeordnet sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Tragprofile C-Form, Doppel-T-Form oder Doppel-C-Form (159) aufweisen.
- Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Fensterbankplatte (172) auf vorzugsweise zwei Tragprofilen (173, 174) aufliegt, welche in Teilbereiche (175, 176) von Falzen (177, 178) der Fensterbankplatte (172) untergriffen sind und daß die Fensterbankplatte (172) durch ein oder mehrere aus mindestens einem Tragprofil (174) ausgebogenen Laschen (179) gegen horizontale Verschiebung gesichert ist.
- Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Sturzplatte (180) an vorzugsweise zwei Tragprofilen (181, 182) angehängt ist, welche in Teilbereichen (183, 184) von Falzen (185, 186) übergriffen sind und daß die Sturzplatte (180) durch ein oder mehrere aus mindestens einem Tragprofil (182) ausgebogene Laschen (187) oder in ein Tragprofil (188) eingeschraubte Sicherungsschrauben (189) gegen horizontale Verschiebung gesichert ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Tragprofile (190, 191) an ein oder mehreren Seiten mit schräg ausgestellten Laschen (192, 193) versehen sind und in ein oder mehreren Langlöchern (194, 195) der Fassadenplatten angeordnet sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Fassadenplatten (196, 197) auf ein oder mehreren Tragprofilen (198) zu einem beweglichen Element (199) zusammengefaßt sind, welches drehbar lagerbar ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß in den beiden Enden des Tragprofils eines Verschattungselementes (199) je ein Achsschenkel mit Rechtsgewinde (200) und ein Achsschenkel mit Linksgewinde (201) eingeschraubt ist.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß zwei H-förmige Teile (203, 204) über einen Steg (205) oder über Stege (206, 207) mit einem mittigen Zwischenprofil (208) zu einem im wesentlichen symmetrischen Doppelprofil zusammengefaßt sind.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß je zwei symmetrisch angeordnete horizontale Tragprofile (209) mehrfach in bestimmten Abständen übereinander angeordnet sind und mit vorzugsweise in der Symmetrieebene (210) angeordneten vertikalen und diagonalen Profilen (211) einen Fachwerkträger bilden.
- Vorgehängte Fassadenkonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß ein vorderer Schenkel (224) des H-förmigen Tragprofilteils (225) gezahnt und der andere vordere Schenkel (226) durchlaufend ausgeführt ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4420890 | 1994-06-15 | ||
DE4420890A DE4420890A1 (de) | 1994-06-15 | 1994-06-15 | Vorgehängte Fassadenkonstruktion |
Publications (2)
Publication Number | Publication Date |
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EP0702118A1 EP0702118A1 (de) | 1996-03-20 |
EP0702118B1 true EP0702118B1 (de) | 1999-10-06 |
Family
ID=6520635
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Application Number | Title | Priority Date | Filing Date |
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EP95109250A Expired - Lifetime EP0702118B1 (de) | 1994-06-15 | 1995-06-14 | Vorgehängte Fassadenkonstruktion |
Country Status (7)
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US (1) | US5860257A (de) |
EP (1) | EP0702118B1 (de) |
AT (1) | ATE185391T1 (de) |
CZ (1) | CZ153195A3 (de) |
DE (3) | DE4420890A1 (de) |
DK (1) | DK0702118T3 (de) |
PL (1) | PL179481B1 (de) |
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-
1995
- 1995-06-14 DK DK95109250T patent/DK0702118T3/da active
- 1995-06-14 DE DE29509738U patent/DE29509738U1/de not_active Expired - Lifetime
- 1995-06-14 CZ CZ951531A patent/CZ153195A3/cs unknown
- 1995-06-14 DE DE59506981T patent/DE59506981D1/de not_active Expired - Fee Related
- 1995-06-14 EP EP95109250A patent/EP0702118B1/de not_active Expired - Lifetime
- 1995-06-14 AT AT95109250T patent/ATE185391T1/de not_active IP Right Cessation
- 1995-06-15 US US08/490,618 patent/US5860257A/en not_active Expired - Fee Related
- 1995-06-16 PL PL95309146A patent/PL179481B1/pl not_active IP Right Cessation
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Publication number | Priority date | Publication date | Assignee | Title |
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CN103266702A (zh) * | 2013-04-24 | 2013-08-28 | 瑞高(浙江)建筑***有限公司 | 一种陶土板幕墙安装结构 |
CN103266702B (zh) * | 2013-04-24 | 2015-06-17 | 瑞高(浙江)建筑***有限公司 | 一种陶土板幕墙安装结构 |
Also Published As
Publication number | Publication date |
---|---|
US5860257A (en) | 1999-01-19 |
DE29509738U1 (de) | 1995-12-21 |
DE4420890A1 (de) | 1996-01-04 |
DE59506981D1 (de) | 1999-11-11 |
EP0702118A1 (de) | 1996-03-20 |
CZ153195A3 (en) | 1996-03-13 |
DK0702118T3 (da) | 2000-04-10 |
ATE185391T1 (de) | 1999-10-15 |
PL309146A1 (en) | 1995-12-27 |
PL179481B1 (pl) | 2000-09-29 |
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