EP0040813A2 - Dispositif de fixation pour un panneau de revêtement - Google Patents

Dispositif de fixation pour un panneau de revêtement Download PDF

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Publication number
EP0040813A2
EP0040813A2 EP81103880A EP81103880A EP0040813A2 EP 0040813 A2 EP0040813 A2 EP 0040813A2 EP 81103880 A EP81103880 A EP 81103880A EP 81103880 A EP81103880 A EP 81103880A EP 0040813 A2 EP0040813 A2 EP 0040813A2
Authority
EP
European Patent Office
Prior art keywords
wall
anchor
see
horizontal bars
legs
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.)
Withdrawn
Application number
EP81103880A
Other languages
German (de)
English (en)
Other versions
EP0040813A3 (fr
Inventor
Thomas Dr Prof Herzog
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.)
Herzog Thomas Prof Dr
Original Assignee
Herzog Thomas Prof Dr
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Herzog Thomas Prof Dr filed Critical Herzog Thomas Prof Dr
Publication of EP0040813A2 publication Critical patent/EP0040813A2/fr
Publication of EP0040813A3 publication Critical patent/EP0040813A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • 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
    • E04F13/0807—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 perpendicular to the wall
    • 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
    • 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
    • E04F13/0812—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of spring action

Definitions

  • the invention relates to a device for fastening a curtain wall, building or decorative panel by means of a chewing hook and / or a substructure on a building wall.
  • the known devices for fastening facade panels of the type mentioned are matched to the shape and material of the facade panels used, which can consist of natural or artificial stone, concrete, metal, glass, plastic, ceramic, asbestos cement or wood.
  • Wall anchors are used for natural and artificial stone slabs, with their free ends loosely engaging or encapsulated in blind holes in the back or in the cut surfaces of the facade slabs.
  • part of the anchoring is formed by the reinforcement protruding from the rear of the facade slab.
  • the loads of the facade panels are often transferred to the projecting ceilings, so that the facade panels are stacked high and are only prevented from tipping out by the wall anchors.
  • facade panels With other facade panels, the vertical forces are also caused by the fastening device led directly into the building wall via wall anchors, dowels or hammer-head screws in Halfen rails.
  • Metal, glass, ceramic or plastic facades usually have a load-bearing structure made of rolled or extruded profiles, into which the panels are fitted with play and sealed, for example, with putty or neoprene profiles.
  • Asbestos-cement, wood or trapezoidal sheet metal facades whose facade panels overlap in the vertical direction, are usually attached to crossbars or crossbars, which can also be attached to vertical bars for back ventilation.
  • curtain wall panels in addition to their technical functions, weather and heat protection of the building wall, also have to perform aesthetic functions, their fastening devices are usually designed so that they are invisible from the outside or that at most the frames surrounding the facade panels, at the same time as a design element, are visible are.
  • the facade panels and / or the substructure also safely derive the attacking static and dynamic forces and be easy and quick to assemble and adjustable in several directions and around several axes.
  • the known fastening devices are disadvantageous in particular because they offer insufficient security against deformation, breakage and falling of facade panels or fragments and / or parts of the fastening device.
  • the damage mentioned is caused, for example, by the static forces, the dead weight, in connection with dynamic forces, such as wind pressure or suction or vibrations, or by superimposing coercive forces, e.g. by shrinking, creeping, thermal expansion, settlement, but in particular also by assembly errors and natural aging.
  • Another significant disadvantage of the known fastening devices is that the subsequent disassembly or reassembly of individual facade panels within the association e.g. for the purpose of replacing damaged facade panels or checking the assembly or the condition of the fastening device or for the improvement thereof, is associated with considerable circumstances, e.g. the use of multi-part special facade panels, additional special fasteners, damage or destruction of the facade panels or the fasteners and the like.
  • a major disadvantage of the known fastening devices for metal, glass, ceramic and plastic facades lies in the fact that they consist of a large number of different construction elements, which often cannot even be produced from commercially available semi-finished products. The consequence of this is a very high material price for such facades.
  • some known fasteners are not adequately protected against unauthorized disassembly using commercially available tools.
  • the invention is based on the object of improving the known fastening devices of the type described at the outset in such a way that they permit simple and quick assembly, disassembly and, if appropriate, reassembly.
  • the solution to the problem set by the invention is a fastening element, which consists of an outer support part and at least one, attached to it, resiliently formed and angled at its end armature leg. It is an advantage of the fastening element according to the invention that it can be fastened both through an opening in the plate and through the joints between the plates on horizontal bars of the substructure or on the wall anchors by means of its resiliently anchored arm legs and that the support part does not concentrate the horizontal forces with which the facade panels are pressed onto the substructure or against the wall anchor, but rather over a surface area, preferably along a curved line, into the Introduces facade panel. This not only significantly reduces the risk of breakage, but also the risk of individual plate parts falling in the event of a breakage actually occurring.
  • the support engaging on the front of the facade panel or facade panels also eliminates the need to provide the panel with undercut shapes in order to attach it to the back, which tends to break out, particularly with natural stones, concrete and ceramics.
  • the anchored legs at the ends represent a simple and secure against unintentional loosening. It is also advantageous that the fastening element and with it the facade panel can be adjusted in the horizontal direction on the substructure or on the wall anchor. It is also important that the fastening element made of round material is very simple and economical to manufacture.
  • Another advantage of the outer support part of the fastening element according to the invention is its diverse design options, for example in the form of a rosette, clasp or clip, as well as the choice of material and color. Since the facade panels can be made particularly easily from ceramic material, for example brick, with a natural or colored glazed surface, the result is a noble and solid overall impression in connection with the metallic parts of the fastening element. This avoids the disadvantage of the prior art, the facades of which often lack an architectural and artistic design and not only appear monotonous and sober, but even sobering when, for example, articulated stucco facades disappear behind graying-like asbestos-cement shingles.
  • the legs of the fastening device are matched to the facade panel in such a way that it supports it in the vertical direction, so that the vertical forces are not only transmitted to the distributor structure by the contact pressure and the friction, but also an exact fixation in the vertical direction and around the horizontal axis perpendicular to the building wall.
  • the anchor legs are spread out in the partially relaxed installation state by reaching behind the substructure or the wall anchor and for assembly and reassembly by means of a tool from the front of the plate with a temporary increase in the distance between their ends and the supporting part in one parallel position can be clamped to each other.
  • the spring action of the legs is based on bending and / or torsion in the legs themselves or in the support part.
  • the torsion spring effect results in a very elastic, non-positive fastening of the facade panels to the substructure or the wall anchors and therefore also a high level of security against deformation, breakage and crashing of facade panels due to static and dynamic forces or due to constraining forces, which can be reduced by the movable attachment .
  • the: anchor legs are slightly curved outwards. This makes it easier to attach the tool.
  • the anchor legs are arranged asymmetrically in a horizontal section. This makes it possible to avoid the collision with the vertical bars of the substructure, which would inevitably occur in a certain number of cases and would hinder the lateral adjustment.
  • the invention further relates to such an adaptation of the known substructure to the fastening element according to the invention that its anchor legs can be fastened to horizontal bars of the substructure, which are formed by a fixed connection with vertical bars to form a distributor structure, and that the distances of the horizontal bars to the Construction, in particular the height grid dimension of the facade panel, are coordinated.
  • the distributor construction consists of commercially available mild steel mesh, which ensures particularly high efficiency.
  • the distributor construction "self-measuring” x) covers partial areas of the facade and is particularly easy to assemble, since all the horizontal rods of this distributor construction are adjusted in the same way simply by adjusting a single rod according to the height and horizontal position and the distances between these bars are adapted to the vertical grid dimension of the facade panels without additional adjustment.
  • assembly on projecting and projecting building corners and on walls curved around vertical axes is particularly simple, since only the horizontal bars of the distributor structure need to be bent accordingly.
  • the wall anchors for anchoring the distributor structure in the building wall can be distributed according to the static and structural design requirements, mutually offset in such a way that an elastic and to a large extent statically undetermined and therefore very secure anchoring is created.
  • Through the surface-spanning distributor construction requires only a few wall anchors, so that in connection with their small cross-section only a few and small cold bridges interrupt the thermal insulation in front of the building wall.
  • Another advantage of such a distributor construction is its light weight.
  • the horizontal bars are arranged on the side facing away from the building wall.
  • the horizontal bars are arranged on the side facing the building wall. This has the advantage that the welding with the crossed vertical bars is not subjected to tension and the greater length of the resilient legs of the fastening element for the facade panels enables increased elasticity.
  • the area-spanning distributor structure consisting of rigid meshes is equipped with an displaceable drilling template for drilling the anchor holes in the building wall.
  • the distributor construction is itself a kind of drilling template.
  • An auxiliary drilling template is simply attached to it for guiding the drill.
  • An auxiliary drilling template can advantageously be attached to two horizontal bars and on a vertical bar and adjusted by means of two hooks and two bolts.
  • the distributor structure is fastened by means of a molar tooth cable clamp arranged at the free end of a wall anchor and encompassing a vertical rod thereof.
  • the molar cable clamp also enables vertical adjustment of the distributor construction.
  • the vertical adjustment is independent of the two horizontal adjustments, the second one, perpendicular to the wall of the building, takes place in the fastening device and is therefore also possible separately from the others.
  • the molar cable clamp is rotatably arranged about an axis parallel to its threaded axes.
  • the advantage of this embodiment is that the rotatable molar cable clamp acts self-locking and holds the vertical rods securely in any position even in the released state by slightly twisting them. This is not only an advantageous integration of fastening and adjustment guaranteed, but in particular a high level of security against unintentional slipping of the distributor structure in the event of faulty assembly due to too weakly tightened molar cable clamps.
  • This embodiment also has a threaded sleeve that is screwed on the one hand on a stud of the wall anchor and on the other hand on a threaded bolt, at the free end of which the molar cable clamp is attached.
  • the threaded sleeve which is arranged one behind the other or one next to the other, provides a simple integration of an adjustment perpendicular to the building wall with a self-locking fastening of the distributor structure.
  • the provision of a range of two to three different lengths of threaded sleeves or threaded bolts ensures a wide adjustment range for ventilated facades with or without thermal insulation.
  • the threaded sleeve is provided with an internal thread and an external thread and is screwed into the internal thread of the threaded bolts of the wall anchor and onto the external thread the threaded sleeve of the molar cable clamp.
  • This embodiment has the advantage that it has a larger adjustment range despite its shorter overall length.
  • the kinematic reversal of the construction is also possible.
  • the preferred embodiment is characterized by a rotatable adjusting threaded bolt with a right-hand thread on the one hand and a left-hand thread on the other hand, which approximately is equipped in the middle with an external hexagon or at its end facing away from the building wall with an internal hexagon, and which can be screwed with its wall-side part into a threaded part of the wall anchor and on the other part of which a threaded sleeve can be screwed, on which the molar cable clamp is arranged .
  • the advantage of this embodiment lies in the extremely simple adjustability, in the very large adjustment range and in the simple, compact construction and in the resulting high economic efficiency.
  • the wall anchor is an expansion dowel which is only expanded by a short expansion cone screwed deep or screwed into this.
  • the threaded bolt screwed into the dowel has a continuous central bore, through which cement can be injected if necessary, if the dowel is not sufficiently tight despite spreading: it is loose or has loosened due to natural aging.
  • Badly fitting dowels often come in Gas concrete, perforated bricks and hollow blocks, because the masonry is worn down by the spreading effect.
  • the liquid cement injected through the bore of the threaded bolt enters the masonry through the expansion slots of the dowel and effects the desired consolidation.
  • Wall anchors can be adapted to the respective requirements; e.g. so-called Halfen rails with hammer head screws can also serve as wall anchors.
  • a particular advantage of the fastening device according to the invention is that it is predominantly made up of commercially available parts or semi-finished products, as a result of which not only easy assembly but also high economic efficiency is achieved.
  • a facade panel 1 is anchored in a building wall 2 by means of a fastening device which consists of a wall anchor 3 with a clamping device 4 and vertical bars 5 of a distributor structure 6, on the horizontal bars 7 of which the facade panels 1 by means of fastening elements 8 are attached.
  • the fastening element 8 consists of an outer support part 9 and one or more, attached to it, resiliently designed, anchored legs 10 at its ends. With the angled end 11, the fastening element 8 is on a horizontal rod 12 of the distributor structure 6 facing the building wall 2 fixed.
  • the facade panel 1 is shaped in a central opening 13 for pushing through the fastening element 8 in such a way that it is fixed in the vertical direction and / or about the axis perpendicular to the wall by a single-point support or a short line support or an expanded cone.
  • FIG. 2 shows an embodiment of a fastening element in which four facade panels 16 to 19 are covered by the supporting part 20, so that the fastening forces are introduced into these facade panels along a curved line.
  • the anchor legs 21, 22 used for fastening reach through the joint 15 of a cross joint 14, 15 between the four facade panels from the front.
  • the fastening element shown in FIG. 3 has an outer support part 23 and is guided with the anchor legs 25, 26 through a central opening 24 of a facade panel 23.
  • fastening members with identically designed support points 28 and 41 and differently shaped anchor legs 29, 30 and 37, 43 and 44, 45 can be seen.
  • a facade panel 33 is anchored to a distributor structure 35 by means of a fastening member 34.
  • the left anchor leg 37 is dashed in the relaxed state 36 and drawn drawn in the installed state 37.
  • the dashed representation 38, 39 shows the anchor legs 37, 43 in the position in which they are during assembly, disassembly or reassembly. In this position, as can be seen from FIG. 6, they are moved by means of an inverted U-shaped tool which can be slid onto the anchor leg from the outside of the facade panel 33, so that it can be tensioned in the simplest way and by pulling it off of the tool can be relaxed.
  • the tool 32 enables quick and uncomplicated assembly and disassembly with the smallest space requirement in the joint between the panels or in the opening of the panel, so that unauthorized disassembly with other tools becomes practically impossible.
  • the distance of the angled end 40 of the legs 38, 39 from the support part 41 during assembly or disassembly is 42 greater than the distance of the ends 43 after assembly. 4 shows the left leg 29 in the relaxed state and the right leg 30 in the installed state.
  • the legs 44, 45 are slightly curved outwards.
  • the tensioned state of the legs during assembly results from 46, 47 shown in dashed lines.
  • the horizontal bars 48, 53 of the distributor structure are arranged on the x) side of the vertical bars 50 facing away from the building wall xx).
  • the facade panels 51 are fastened to the horizontal bars 53 of the distributor structure by means of fastening elements 52.
  • the horizontal bars 54 supporting the facade panels are arranged on the side facing away from the building wall 55 and the horizontal bars 56, to which the fastening members 57 are anchored, are arranged on the side of the vertical bars 58 facing the building wall 55.
  • vertical bars 59, 60 are arranged on both sides of the horizontal bars 61.
  • the boreholes 62 for the anchors 3 are arranged offset in the building wall.
  • the auxiliary drilling template 65 a shown in FIGS. 11 a and 11 b is attached to two horizontal bars 63 a, 63 b and to a vertical bar 63 c and by two hooks 64 a, 64 b and two bolts 64 c, 64 d exactly fixed in their position.
  • the drill sleeves 65 b, 65 c allow an exact drilling of anchor or dowel holes next to the vertical bar 63 c in the building wall.
  • a stud 68 is anchored in the building wall 66 by means of a dowel 67, on which a double-threaded sleeve 69 with left-hand thread 70 in the left and right-hand thread 71 is screwed into the right part, into which a threaded bolt 72 is screwed, at the free end 73 of which a molar cable clamp 74 is fastened, with which the vertical rod 75 of the distributor structure is clamped.
  • the sleeve 76 shown in dashed lines is adjustable by a distance 77 and the threaded bolt 78 shown in dashed lines including the molar cable clamp 74 is adjustable outwards by a distance 79.
  • An adjustment within a larger range is possible by using a longer threaded bolt 68 and / or a longer threaded sleeve 69 and / or a longer threaded bolt 72.
  • the adjustment is carried out by means of a double threaded sleeve 80 with an internal thread 81 and an opposing external thread 82, onto which a threaded sleeve 83 is screwed, on which the molar cable clamp 84 is arranged.
  • the double-threaded sleeve 80 can be unscrewed by the distance 85, the outer threaded sleeve 83 unscrewing by the distance 86, so that the molar cable clamp 84 with the vertical rod 87 moves by the distance 88.
  • the parts are shown in dashed lines.
  • the adjustment is carried out by turning a threaded bolt 89.
  • This has a right-hand thread 91 on its wall-side half 90 and a left-hand thread 93 on its half 92 facing away from the building wall 66.
  • a threaded bolt 89 In the middle of the threaded bolt 89 there is a fixed external hexagon 94, of which only one half is drawn. Instead of the external hexagon 94, transverse bores can also be provided for turning. Both construction elements can be omitted without replacement, if, as in the lower half of the threaded bolt Shown in the drawing, the threaded bolt 89 is provided with an internal hexagon 96 on the end 95 facing away from the building wall 66.
  • the threaded bolt 89 can be screwed out of the dowel 67 by the length 97.
  • the sleeve 98 unscrews the length 99 from the half 92 of the threaded bolt 89, so that the molar cable clamp 100 is adjusted by the length 102 with the vertical rod 101.
  • the parts are drawn with dashed lines.
  • the expansion anchor 67 is only expanded by the short expansion cone 103, which is provided with a hexagon socket 104 and is adjusted by means of an Allen key.
  • liquid cement can be injected through the central bore 104 of the threaded bolt 89, which enters the masonry 66 through the expansion slots 105 and effects the desired hardening.
  • the threaded bolt 89 should expediently be in its lowest position and be oiled in order not to hinder its subsequent adjustability.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP81103880A 1980-05-23 1981-05-20 Dispositif de fixation pour un panneau de revêtement Withdrawn EP0040813A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3019844 1980-05-23
DE19803019844 DE3019844A1 (de) 1980-05-23 1980-05-23 Vorrichtung zur befestigung einer fassadenplatte

Publications (2)

Publication Number Publication Date
EP0040813A2 true EP0040813A2 (fr) 1981-12-02
EP0040813A3 EP0040813A3 (fr) 1982-03-17

Family

ID=6103199

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81103880A Withdrawn EP0040813A3 (fr) 1980-05-23 1981-05-20 Dispositif de fixation pour un panneau de revêtement

Country Status (2)

Country Link
EP (1) EP0040813A3 (fr)
DE (1) DE3019844A1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2148969A (en) * 1983-12-10 1985-06-05 Alastair Aitken Sinclair Bolt system for suspending cladding
WO1989000634A1 (fr) * 1987-07-21 1989-01-26 Uriel Pierre Moch Dispositif de fixation ponctuelle d'elements presentant un bord, notamment de plaques sur une structure support
ES2165243A1 (es) * 1995-12-29 2002-03-01 Erro Eduardo Huarte Procedimiento para el revestimiento de placas de alabastro con fines ornamentales.
CN100354485C (zh) * 2004-08-20 2007-12-12 中国建筑第八工程局第一建筑公司青岛分公司 钢管桁架高塔外装饰石材幕墙的固定装置及建造方法
CN105155668A (zh) * 2015-08-05 2015-12-16 中国建筑第二工程局有限公司 楼宇廊式桁架一体化结构及其施工方法
CN106013801A (zh) * 2016-06-23 2016-10-12 青岛海川建设集团有限公司 玻璃幕墙铝合金格栅外遮阳系统施工工艺
CN110344523A (zh) * 2019-07-20 2019-10-18 阜阳市金亮涂料有限公司 外部隔热建筑物用的外部装饰件用安装件

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3110606A1 (de) * 1981-03-18 1982-09-30 Herzog, Thomas, Prof. Dr., 8000 München Vorrichtung zur befestigung einer fassadenplatte
DE3448392C2 (de) * 1984-01-16 1998-05-07 Herzog Thomas Prof Dr Keramische Fassadenplatte
DE3401271C3 (de) * 1984-01-16 1997-09-18 Herzog Thomas Prof Dr Vorgehängte Fassadenkonstruktion
DE20207327U1 (de) 2002-05-10 2002-08-08 Rothfuss, Thomas, 71735 Eberdingen Vorbau für Fassaden von Gebäuden
EP2020470A2 (fr) 2007-07-30 2009-02-04 Ralf Arno Schormann Façade, élément de façade et élément de fixation
DE102007045982A1 (de) 2007-07-30 2009-02-05 Ralf Arno Schormann Fassade, Fassadenelement und Halteelement

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US3170270A (en) * 1962-07-09 1965-02-23 Frederick J Sparber Fastener
DE7304756U (de) * 1974-07-25 Fischer A Befestigungsvorrichtung für Dämm- und Isolierstoffe
DE8014012U1 (de) * 1980-05-23 1981-02-26 Herzog, Thomas, Prof. Dr., 3500 Kassel Befestigungsorgan zum befestigen einer fassadenplatte

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DE7333524U (de) * 1975-03-27 Fischer A Befestigungselement insbesondere zur Abstandsbefestigung von Verkleidungselementen an einer Wand aus Baukörpern mit Hohlräumen
US2000147A (en) * 1931-08-07 1935-05-07 George E Gagnier Nonperforated channel assembly
US2767440A (en) * 1955-02-14 1956-10-23 United States Gypsum Co Suspended ceiling construction
US3142938A (en) * 1963-10-11 1964-08-04 Elwood L Eberhardt Wall structure
GB1166489A (en) * 1965-11-04 1969-10-08 Yoshimi Yazaki Building Constructions Capable of being Readily Fabricated or Dismantled
DE1979318U (de) * 1967-06-02 1968-02-22 Johann Bujak Fassadenverkleidu Bauelementensatz fuer fassadenverkleidungen.
DE7933800U1 (de) 1979-11-30 1980-04-10 Reichenberger, Mathias, 8229 Piding Anker zur Befestigung von Armierungsdrahtgeflecht an Bauwerken

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7304756U (de) * 1974-07-25 Fischer A Befestigungsvorrichtung für Dämm- und Isolierstoffe
US3170270A (en) * 1962-07-09 1965-02-23 Frederick J Sparber Fastener
DE8014012U1 (de) * 1980-05-23 1981-02-26 Herzog, Thomas, Prof. Dr., 3500 Kassel Befestigungsorgan zum befestigen einer fassadenplatte

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2148969A (en) * 1983-12-10 1985-06-05 Alastair Aitken Sinclair Bolt system for suspending cladding
WO1989000634A1 (fr) * 1987-07-21 1989-01-26 Uriel Pierre Moch Dispositif de fixation ponctuelle d'elements presentant un bord, notamment de plaques sur une structure support
ES2165243A1 (es) * 1995-12-29 2002-03-01 Erro Eduardo Huarte Procedimiento para el revestimiento de placas de alabastro con fines ornamentales.
CN100354485C (zh) * 2004-08-20 2007-12-12 中国建筑第八工程局第一建筑公司青岛分公司 钢管桁架高塔外装饰石材幕墙的固定装置及建造方法
CN105155668A (zh) * 2015-08-05 2015-12-16 中国建筑第二工程局有限公司 楼宇廊式桁架一体化结构及其施工方法
CN105155668B (zh) * 2015-08-05 2017-11-24 中国建筑第二工程局有限公司 楼宇廊式桁架一体化结构及其施工方法
CN106013801A (zh) * 2016-06-23 2016-10-12 青岛海川建设集团有限公司 玻璃幕墙铝合金格栅外遮阳系统施工工艺
CN106013801B (zh) * 2016-06-23 2018-03-02 青岛海川建设集团有限公司 玻璃幕墙铝合金格栅外遮阳系统施工工艺
CN110344523A (zh) * 2019-07-20 2019-10-18 阜阳市金亮涂料有限公司 外部隔热建筑物用的外部装饰件用安装件

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EP0040813A3 (fr) 1982-03-17
DE3019844A1 (de) 1981-12-03
DE3019844C2 (fr) 1987-11-19

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