EP0065296A1 - Support distanceur fixe ou coulissant pour revêtements de façade - Google Patents

Support distanceur fixe ou coulissant pour revêtements de façade Download PDF

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Publication number
EP0065296A1
EP0065296A1 EP82104245A EP82104245A EP0065296A1 EP 0065296 A1 EP0065296 A1 EP 0065296A1 EP 82104245 A EP82104245 A EP 82104245A EP 82104245 A EP82104245 A EP 82104245A EP 0065296 A1 EP0065296 A1 EP 0065296A1
Authority
EP
European Patent Office
Prior art keywords
spacer
dowel
spacer according
head
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP82104245A
Other languages
German (de)
English (en)
Other versions
EP0065296B1 (fr
Inventor
Paul Martin Steiner
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ickler AG
Original Assignee
Ickler AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE19813119214 external-priority patent/DE3119214A1/de
Priority claimed from DE19813143125 external-priority patent/DE3143125A1/de
Priority claimed from DE19823215392 external-priority patent/DE3215392A1/de
Application filed by Ickler AG filed Critical Ickler AG
Priority to AT82104245T priority Critical patent/ATE25415T1/de
Publication of EP0065296A1 publication Critical patent/EP0065296A1/fr
Application granted granted Critical
Publication of EP0065296B1 publication Critical patent/EP0065296B1/fr
Expired legal-status Critical Current

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Classifications

    • 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
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • E04F13/0808—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable in several directions one of which is perpendicular to the wall

Definitions

  • the invention relates to fixed and floating point spacers for the substructure of curtain-type and rear-ventilated facade claddings equipped with thermal insulation, which are screwed to the building wall by means of plastic dowels.
  • the rails made of light metal.
  • the supporting grid substructure is attached to the building wall in such a way that each vertical rail or, if applicable, each vertical rail section of the substructure is suspended at a fixed point, which can absorb all the forces acting on the rail and can be transmitted to the building wall via the dowel;
  • each vertical rail or, if applicable, each vertical rail section of the substructure is suspended at a fixed point, which can absorb all the forces acting on the rail and can be transmitted to the building wall via the dowel;
  • the facade cladding and the ice load these are also the wind friction forces acting parallel to the facade surface.
  • profile rails are guided on a plurality of spacers, so-called sliding points, which allow the rails to work in the longitudinal direction, but which have to absorb the wind pressure and suction forces perpendicular to the facade, as well as the much smaller ones. Horizon wind friction forces insofar as they are not already absorbed by the associated fixed point. So far the profile rails were guided with longitudinal slots on sliding heads of the dowels with an extended shaft. These sliding heads were designed to be retractable from the outside in the rail slots, which resulted in a particularly simple push-through installation.
  • the fixed point beam is designed so that it takes on the entire weight load of the substructure, including the weight of the facade cladding suspended on it, as pure dowel head or dowel screw shear force. Take over the remaining floating point spacers. the wind pressure and suction forces acting vertically on the facade and transfer them as coaxial tensile or compressive forces to the fastening dowel.
  • the horizontal wind frictional forces parallel to the facade level can be applied without bending moment, i.e. as shear force only from the fixed points.
  • the horizontal load caused by wind friction creates an oblique component to the existing tensile or compressive force, which can be distributed over a larger number of floating point spacers, taking into account tigen is that wind pressure and suction maximum and wind friction maximum cannot coincide for physical reasons.
  • the aim of the invention is therefore to design the spacers and their attachment to the dowel head in such a way that when used as a fixed point as well as a sliding point, an intended adjustment and, if possible, readjustment without loosening the dowel connections is possible, both with respect to the facade level as well as on the oblique attack of the pull-out and indentation resultants in the center of the dowel head, whereby it should be noted that oblique pull-out forces can also arise or be present if the indentation or pull-out force is oriented perpendicular to the facade level, but to an oblique one Dowel hole hits.
  • a fixed and floating point spacer for the substructure of curtain walls, ventilated and equipped with thermal insulation, which are screwed to the building wall by means of plastic dowels in that the pivoting and sliding and perpendicular to the dowel head in the horizontal plane
  • Substructure level definable spacer base on central attack of the resulting pressure and tensile forces acting on the spacer on the dowel head is adjustable in that the building wall contact surfaces of the spacer feet at the through openings of the dowel screws as spherical or cylindrical domes that are curved outwards are formed and the dowel screw holes are oval elongated holes, the longitudinal axis of which is horizontal during installation.
  • the wall-side bulge of the spacer base can be formed by a plate which can be plugged onto the dowel head and has a cylindrical bearing surface, the cylinder radius of which is in the order of magnitude of the length of the spacer such that it can be pivoted about the dowel head when displaced transversely to the cylinder axis.
  • oblong holes are provided in the dowel plate and in the spacer foot at right angles to the cylinder axis.
  • the cylindrical surface of the plate can be designed as a concave surface facing the spacer foot and the counter surface on the spacer foot can be made correspondingly convex.
  • the wall-side bulge of the spacer base can also be formed by a wall-side convex-cylindrical bearing surface of a plate, the flat counter-surface of which on the spacer side is provided with grooves for the counter-grooves on the spacer base, which run parallel to the cylinder axis, to prevent displacement.
  • an additional base plate with a convex bearing surface for the dowel screw head is preferably provided, the flat counter surface of which is equipped with ribs running parallel to the cylinder axis in accordance with counter ribs on the outside of the spacer foot.
  • wall support surfaces for two dowel screws can be provided symmetrically to the support, which are arranged horizontally in the direction of the oval elongated holes and convert the horizontal wind direction moments into axial pull-out and push-in forces on the two dowel screws.
  • the cylindrical surface support for the dowel screw can be firmly attached to the support foot and the support foot through a joint perpendicular to the axis of curvature of the cylinder surface may be connected to the carrier.
  • This joint can be designed to be separable or be designed in the manner of a bayonet connection, so that the support with its articulated pin or pin can be inserted from the outside or from the end face and can be turned in by lateral displacement.
  • the guides for the Einrenkzapfen can be designed such that the center of curvature is in the tip of the cylindrical support surface, ie in the center of the dowel head.
  • the sliding clamps used to guide the vertical mounting rail profiles can be rotated on their fastening screws in the slots of the spacer.
  • the pivots of the slide clamps can also be designed as hammer heads, with the aid of which they can simply be inserted and inserted through the slots, the fixing in the slot direction being possible by means of additional grooved disks.
  • the holder can also be provided with stair-shaped bores, which are used to hold the sliding clamp screws.
  • the slide clamps are also used on the fixed point holder in the same tit as long as the assembly and adjustment work continues, since the actual loading only takes place after the facade 'cladding panels have been suspended.
  • the load transfer is then ensured beforehand by pinning with steel pins.
  • the carrier web 1 is equipped with closed oval elongated holes 2 for the retaining screw 3 on the side of the building wall parallel to the web length axis. At the opposite end there are just such holes 4 for the screws 5, which, however, are open to the outside.
  • the carrier web is provided in the region of the holes 2 on both sides with ribs 6 and 7 running perpendicular to its longitudinal direction. Such ribs are located on the inner side of the flanges 8 and 9 of the two angles 10 and 11 facing the web. In this way, the angles 10 and 11 can be pivoted gradually and independently of one another and by the screw according to the division of the ribs 6 and 7 3 rigidly connectable to the web 1 in the final position. The outside.
  • the angle flanges 10 and 11 are dome-shaped around the passage opening 12 of the dowel screw 13, that is to say spherically or cylindrically curved on the outside.
  • the dowel screw slots 12 cups allow the two angles 10 and 11 to be displaced with the carrier web 1 for the purpose of adjustment, or they enable assembly even with dowel distances that deviate from the setpoint. Because the angles 10 and 11 can be adjusted independently of one another on the carrier web 11, irregularities in the building surface can be compensated for and the web 1 can be aligned exactly perpendicular to the facade level, as indicated in FIG. 5.
  • the dowel screw or dowel head 13 lies directly or via the washer 15 on the curved inside 16 of the tip 14.
  • the dome 14 can be adjusted so that the carrier web 1 is independent of any unevenness in the wall in the vertical is aligned with the dowel head 13 and is held there, cf. Example Fig. 4.
  • This ensures that pressure and suction forces are always transmitted from the facade to the center of the dowel head 13, that is to say no disadvantageous oblique forces. can affect the dowel.
  • This connection of the web 1 to the masonry no longer needs to be released after the first assembly and adjustment because the hatching for the facade substructure support can be set to a sufficient extent to different distances of the facades from the masonry.
  • the slide clamps or clamps 17 can be moved on the screws 5 in the outwardly open slots 4, which carry the profile rail 18 of the clothing 19.
  • bracket attachment can fully absorb the design load; Before hanging the actual heavy facade cladding, steel pins or screws are used at the points in question to transfer the load and relieve the clamps.
  • a particular advantage of this double dowel attachment is that the dowel or dowel screw 13 is freely accessible from the front during assembly.
  • This embodiment is particularly suitable for the load bearing of the substructure beams, ie for the weight of the facade as a so-called fixed point.
  • FIGS. 2 and 3 The embodiment according to FIGS. 2 and 3 is specially matched to the conditions to be met by the pure spacing and guide supports.
  • the substructure 18 is again connected with the clips 19 to the web 20, the retaining screws 21 of which are adjustable in slots 22 of the web 20.
  • This web is also on one side in the area of the slot 22 with grooves 23, as well as the washer 24.
  • one clamp is sufficient, firstly because these columns are arranged in large numbers and secondly because they only take up loads during the construction work, but completely relieve the load on the finished facade
  • the other end of the web 20 ends in two rectangular pins 24, '25 which slide in arcuate guide grooves 27, 28 of the web foot.
  • the upper pin 25 is slightly longer so that it can be inserted from the front and below into the upper guide groove 27, whereupon the lower pin 26 slides into the lower guide groove 28 by lowering the web.
  • the web 20 can now be pivoted in the horizontal plane.
  • the curvature of the guides 27 and 28 is chosen so that the center of curvature is in the center of the head of the dowel. Since vertical loads do not occur with these webs, because they are absorbed by the load carriers described above (Fig. 1) and horizontal forces parallel to the building wall also do not occur due to the pivotability of the beam 20, the articulated connection only needs to take up the weight of the web or . of the substructure during the pre-assembly.
  • the curvature of the bearing surface 30 of the foot 29 need only be cylindrically curved. Wall unevenness in the horizontal are compensated for by the pivotability of the foot 20 by itself, and wall unevenness in the vertical by the cylindrical contact surface 30, and Bo.hrl chversetzüngen can be compensated for by the oval design of the dowel openings .31, which allows the foot 29 to be displaced.
  • the position of the hinge axis in the dowel head 32 ensures that all these deviations have no influence on the fact that the wind pressure and suction forces acting on the web 20 can change their direction towards the center of the dowel head.
  • connection of web 20 and 'web foot 29 described allows an' easy replacement of the supports without having to undo the dowel attachment and without destroying the thermal insulation already installed. Such a replacement may well be necessary if there are individual very large or very small distances from the outer wall of the building which, despite the great adjustability of the web clamps 19, cannot be bridged, so that the carriers must be replaced.
  • the vertical profile rails of the substructure are connected to the fixed point supports 42 by rivets 43 and fastened to the building wall by means of dowel screws 44.
  • the profile rail 41 is held in its prescribed position by spacers 45.
  • These spacers 45 are sliding points which are not stressed by the structural load which is taken up by the fixed point holder 42, but only have to absorb the tensile and compressive forces acting on the facades, and otherwise only form a sliding guide for the profile rails 41 in the vertical .
  • the facade cladding panels are on the outer flange 46 of the profile rail 41. 47 directly attached (see FIGS. 7 and 11) or plate support rails 8 are first attached, on which in turn the cladding panels are hung.
  • the distance between the outer flanges 46 and the house wall results individually from the required rear ventilation cross section and the insulation thickness, the distance tolerance in turn from the unavoidable unevenness of the building wall; within this tolerance, the floating point spacers 45 should therefore be adjustable in length.
  • this is achieved in that the slide clamps 49 are fastened by means of screws 50 in bore steps 51 at the desired distance from the wall. can be, the rotatability of the Sliding clamps 49 are retained in order to be able to compensate for stronger unevenness in the vertical wall of the building.
  • the base plate 55 has a concave cylindrical surface 54 on which the foot 52 of the spacer 45 rests with its strips 53, the contact surfaces of which are preferably parts of a convex cylinder.
  • the cylinder radii correspond approximately to the average length of the spacer 45.
  • the spacer foot 52 and in the base plate 55 there are the elongated holes 56, 57, which allow a displacement or: a mutual displacement of the spacer 45 and the base plate 55 on the dowel head 58.
  • the spacer 45 is pivoted about the cylinder axis and, if necessary or if necessary, is displaced perpendicular to the dowel head 58.
  • the wall support surface. the base plate 55 expediently roughened or grooved.
  • the assembly is quite simple and foolproof.
  • the spacer 45 is with the washer 55 with the dowel. screw 60 fastened in the pre-drilled dowel hole, but only attached; then the spacer 45 by means of the clamp.
  • FIGS. 10, 11 and 12 show a further embodiment of the subject matter of the invention, which can be advantageous in the case of particularly large unevenness in the wall horizontally, and also in the case of horizontally strong dowel holes. that with the previous types of fastening had to be discarded.
  • the wall side 61 of the spacer 45 receives grooves 62 in correspondence with the grooves 63 of the washer 65, so that the latter cannot move unintentionally against the spacer.
  • the cylindrical surface 64 is located as a convex surface on the wall side of the plate 65. The spacer can be moved in the elongated hole 66 and the washer plate 65 in the elongated hole 67 ′ on the dowel screw 70.
  • the assembly is carried out in the same way as in the first embodiment;
  • the washer 65 must be moved transversely to the grooves 63 so that the wall surface 69 tangentially touches the cylinder surface 64 in the center of the dowel head 68.
  • the cylinder surface 64 can be arranged slightly eccentrically on the base plate 65; by repositioning the plate by 180 °, even greater unevenness in the building wall can be taken into account without having to unnecessarily enlarge the dimensions of the base plate.
  • a cylinder base plate 71 with ribs 72 is provided on the flat side for the dowel screw head 70.
  • the side 76 of the spacer facing away from the wall bears corresponding ones. Ribs 75.
  • the base plate 71 is cylindrically curved on its upper side 73 and has an elongated hole 74 for the dowel screw 70.
  • the base plates 65 and 71 can be designed identically.
  • the slide clamps 49 for the profile strips 59 of the profile rail 41 are guided according to FIG. 13 with play on the profile strip.
  • This substructure is composed of the vertical rail 81, the spacer or spacer 83 and the dowel heads 84 and 85, the under are connected.
  • the connection between the profile rail 81 and the holders 82 and 83 is made by the slide clamps 86, which guide the rail 81 in the ribs 87 and which are adjustable on the spacers 82 and 83.
  • the slide clamps 86 carry pins 88 with hammer heads 89, so that they can be inserted through the slots 90 of the spacers 82 and 83 and temporarily fixed by turning.
  • the pins 88 are preferably so long that between the spacer 83 and hammer head.
  • a lock washer or lock plate 91 can be used.
  • This disk 91 is provided, for example, on the inside with ribs 92 which correspond to the ribs 93 in the outer surface of the spacer 83.
  • the clamp 96 can therefore be fixed in its desired position in the slit without impeding an operational rotation of this clamp. It should only be noted that the length of the pin 88 is determined so that after the safety catch. tion plate 91 a slight play of the clamp 86 is retained on its pin.
  • the fixed point and floating point are constructed equally; the higher load on the fixed point naturally requires more dimensioning than at the floating point; this is taken into account in the drawing in that the fixed point spacer and the associated dowel head are shown somewhat larger and that it has received two slide clamps instead of one. Nevertheless, the slide clamps have only one.
  • support rail 81 and spacer 82 are connected by steel pins 94 after assembly, which are driven into the common bores 96 and 97. The horizontal wind friction Forces are transmitted directly in one direction and in the other by slide clamps 86 to spacers 82 and 83.
  • the floating point spacers 83 initially only have the task of guiding the profiled rail 81 at the adjusted distance from the building wall and transmitting forces perpendicular to the house wall (wind pressure and wind suction). However, since they are constructed in the same way as the fixed-point spacers 82 with respect to the rotary slide clamps 86 and their holder 83, they can also absorb horizontal frictional forces and transmit them to the dowel as central compressive or tensile forces. As a result, the fixed point only needs to be loaded with the full weight load of the vertical wind friction load, while the entire wind pressure and wind suction perpendicular to the facade, as well as the horizontal wind friction forces, can be distributed more or less evenly to all spacers, i.e. all fixed and sliding points together.
  • the gradual adjustability of the slide clamps according to. 21 is determined by the corresponding division of the toothings 92 and 93. If the adjustment path is limited and known, another variant can also be used, which already offers a security against shifting when it is put together. 19 and 20, a relatively fine-stage displaceability of the slide clamp 86 on the spacer 83 is achieved in that the spacer 83 is equipped with a plurality of rows of stair-shaped and adjoining bores 97 for the pivot bolts 98, the slide clamps 86. Take over through a hole in the slide clamp 86. inserted pivot pin 98 directly the locking of the terminal; the final protection can then be taken over by a split washer 99 which is placed over the grooved end of the bolt 98. Basically you can. of course screwing the head with nuts be used. To save space, the bores can of course also be made at a distance smaller than their diameter, as can be seen from FIG. 20.
  • the dowel head 84 is shown in plan view in FIG. 17, that is, seen from above in operational terms. It consists of the base plate 100 with two flange attachments 101 on both sides for the two set screws 102. The connecting line between the two set screws 102 and their support tips is operationally horizontal; The strips 103, 104 lying in the wall side of the base plate 100 run perpendicularly to it. In between, there is the dowel bore 105.
  • the dowel head plate plate 106 is parallel to the base plate 100 and is connected to it by the two walls or webs 107. The walls 107 can run all the way round, so that a closed box is created, which, however, can no longer be produced using the continuous drawing process. is. In the box plate 106 there is a rectangular latch opening 108.
  • the flange 109 of the spacer 182 resting on the plate 1Q6 carries at its end on a web 101 a cross bar 110, the length of which is smaller than the length of the restricting opening 108, but larger than its width .
  • the width of the web 111 corresponds to the thickness of the plate 106.
  • the bearing surface of the web on the bolt and in the extension 112 of the spacer 82 lie in the top plate plane.
  • the boundary surfaces of the web 111 are chamfered on the flange 109 and on the bolt 110 so that the bolt 110 can be pushed between the limiting projections 113 and 114 on the inside of the head plate when the spacer 82 is inclined.
  • Dowel head 84 and spacer 82 are coordinated so that in the locking position shown, the axis extension of the spacer 82 is directed through the rib 103 and the locking axis 110 through the eccentric dowel screw bore 105 of the base plate 111.
  • leave horizontal unevenness in the wall compensate with the help of one or both ribs 103, 104 and one or both set screws 102. and align the main axis of the dowel head perpendicular to the outer facade, whereby a temporarily suspended gauge spacer can be used.
  • Horizontal moments occurring at the spacer 82 are transmitted to the dowel itself and due to the ribs 103, 104 and 102 as central compressive or tensile forces.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
EP82104245A 1981-05-14 1982-05-14 Support distanceur fixe ou coulissant pour revêtements de façade Expired EP0065296B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82104245T ATE25415T1 (de) 1981-05-14 1982-05-14 Fest- und gleitpunkt-abstandtraeger fuer fassadenbekleidungen.

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE3119214 1981-05-14
DE19813119214 DE3119214A1 (de) 1981-05-14 1981-05-14 Unterkonstruktionstraeger fuer fassadenverkleidungen
DE19813143125 DE3143125A1 (de) 1981-10-30 1981-10-30 Unterkonstruktionstraeger fuer fassadenbekleidungen
DE3143125 1981-10-30
DE19823215392 DE3215392A1 (de) 1982-04-24 1982-04-24 Abstanddhalter fuer die unterkonstruktion vorgehaengter fassadenbekleidungen
DE3215392 1982-04-24

Publications (2)

Publication Number Publication Date
EP0065296A1 true EP0065296A1 (fr) 1982-11-24
EP0065296B1 EP0065296B1 (fr) 1987-02-04

Family

ID=27189328

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82104245A Expired EP0065296B1 (fr) 1981-05-14 1982-05-14 Support distanceur fixe ou coulissant pour revêtements de façade

Country Status (2)

Country Link
EP (1) EP0065296B1 (fr)
DE (1) DE3275396D1 (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2229745A (en) * 1989-03-08 1990-10-03 Buiatti Spa Method for cladding walls
WO1998049412A1 (fr) * 1997-04-30 1998-11-05 Fischerwerke Artur Fischer Gmbh & Co. Kg Dispositif pour fixer des panneaux de façade
GB2448859A (en) * 2007-01-31 2008-11-05 Ash & Lacy Building Systems Ltd Hinged support bracket for cladding allows access to hidden fastenings
ITVI20100085A1 (it) * 2010-03-24 2011-09-25 Maico S R L Metodo, assieme e kit per il fissaggio di cardini di serramento
CN103174275A (zh) * 2011-12-21 2013-06-26 王云飞 保温装饰板挂扣组件及其安装方法
CN104358377A (zh) * 2014-11-10 2015-02-18 重庆工业职业技术学院 一种可以独立拆装石材饰面板的推入式定位挂件
CN106013541A (zh) * 2016-06-28 2016-10-12 华东建筑设计研究院有限公司 可调的建筑构件连接单元及可调节建筑立面系统
CN106121100A (zh) * 2016-08-24 2016-11-16 南通久立安全玻璃有限公司 一种干挂石材电池片及干挂装置
CN106760075A (zh) * 2016-11-28 2017-05-31 浙江亚厦幕墙有限公司 一种单元式幕墙板块组装支撑装置及支撑架
CN108049589A (zh) * 2017-11-14 2018-05-18 平潭诚信智创科技有限公司 一种建筑外墙装饰工程用石材保温墙体结构
CN111255127A (zh) * 2019-01-10 2020-06-09 徐超悦 一种用于绿色建筑装修使用的干挂式幕墙背栓式连接件
CN111255129A (zh) * 2019-01-10 2020-06-09 徐超悦 一种绿色建筑上使用的干挂式幕墙用背栓式连接件
WO2022180386A1 (fr) * 2021-02-23 2022-09-01 Metalline (Services) Ltd. Support en plusieurs parties et système de montage de revêtement formant écran de pluie le comprenant

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT524163B1 (de) * 2020-09-10 2022-12-15 Allface Befestigungstechnologie Gmbh Konsolenanordnung

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1272517B (de) * 1966-03-01 1968-07-11 Heinrich Liebig Vorrichtung zum Befestigen von Verkleidungsplatten an Gebaeuden
DE2156221A1 (de) * 1971-11-12 1973-05-17 Oskar Hans Ickler Montagevorrichtung fuer vorgehaengte fassadenverkleidungen
EP0026495A2 (fr) * 1979-01-27 1981-04-08 Walter Dipl.-Ing. Haase Jeu de profilés pour la fixation d'une infrastructure de panneaux de revêtement à une façade

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1272517B (de) * 1966-03-01 1968-07-11 Heinrich Liebig Vorrichtung zum Befestigen von Verkleidungsplatten an Gebaeuden
DE2156221A1 (de) * 1971-11-12 1973-05-17 Oskar Hans Ickler Montagevorrichtung fuer vorgehaengte fassadenverkleidungen
EP0026495A2 (fr) * 1979-01-27 1981-04-08 Walter Dipl.-Ing. Haase Jeu de profilés pour la fixation d'une infrastructure de panneaux de revêtement à une façade

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2229745A (en) * 1989-03-08 1990-10-03 Buiatti Spa Method for cladding walls
GB2229745B (en) * 1989-03-08 1993-06-23 Buiatti Spa Method of cladding walls of buildings
WO1998049412A1 (fr) * 1997-04-30 1998-11-05 Fischerwerke Artur Fischer Gmbh & Co. Kg Dispositif pour fixer des panneaux de façade
GB2448859A (en) * 2007-01-31 2008-11-05 Ash & Lacy Building Systems Ltd Hinged support bracket for cladding allows access to hidden fastenings
ITVI20100085A1 (it) * 2010-03-24 2011-09-25 Maico S R L Metodo, assieme e kit per il fissaggio di cardini di serramento
CN103174275A (zh) * 2011-12-21 2013-06-26 王云飞 保温装饰板挂扣组件及其安装方法
CN103174275B (zh) * 2011-12-21 2015-08-05 王云飞 保温装饰板挂扣组件及其安装方法
CN104358377A (zh) * 2014-11-10 2015-02-18 重庆工业职业技术学院 一种可以独立拆装石材饰面板的推入式定位挂件
CN104358377B (zh) * 2014-11-10 2016-07-06 重庆工业职业技术学院 一种可以独立拆装石材饰面板的推入式定位挂件
CN106013541A (zh) * 2016-06-28 2016-10-12 华东建筑设计研究院有限公司 可调的建筑构件连接单元及可调节建筑立面系统
CN106121100A (zh) * 2016-08-24 2016-11-16 南通久立安全玻璃有限公司 一种干挂石材电池片及干挂装置
CN106760075A (zh) * 2016-11-28 2017-05-31 浙江亚厦幕墙有限公司 一种单元式幕墙板块组装支撑装置及支撑架
CN106760075B (zh) * 2016-11-28 2022-09-02 浙江亚厦幕墙有限公司 一种单元式幕墙板块组装支撑装置及支撑架
CN108049589A (zh) * 2017-11-14 2018-05-18 平潭诚信智创科技有限公司 一种建筑外墙装饰工程用石材保温墙体结构
CN111255127A (zh) * 2019-01-10 2020-06-09 徐超悦 一种用于绿色建筑装修使用的干挂式幕墙背栓式连接件
CN111255129A (zh) * 2019-01-10 2020-06-09 徐超悦 一种绿色建筑上使用的干挂式幕墙用背栓式连接件
CN111255128A (zh) * 2019-01-10 2020-06-09 徐超悦 一种绿色建筑装修使用的干挂式幕墙背栓式连接设备
CN111255130A (zh) * 2019-01-10 2020-06-09 徐超悦 一种用于绿色建筑的干挂式幕墙用背栓式连接设备
CN111255128B (zh) * 2019-01-10 2021-03-19 李张炼 一种绿色建筑装修使用的干挂式幕墙背栓式连接设备
CN111255130B (zh) * 2019-01-10 2021-04-20 万常金 一种用于绿色建筑的干挂式幕墙用背栓式连接设备
WO2022180386A1 (fr) * 2021-02-23 2022-09-01 Metalline (Services) Ltd. Support en plusieurs parties et système de montage de revêtement formant écran de pluie le comprenant

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DE3275396D1 (en) 1987-03-12
EP0065296B1 (fr) 1987-02-04

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