EP0439716A1 - Ancre pour fixer des plaques de façade sur un mur - Google Patents

Ancre pour fixer des plaques de façade sur un mur Download PDF

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Publication number
EP0439716A1
EP0439716A1 EP90122963A EP90122963A EP0439716A1 EP 0439716 A1 EP0439716 A1 EP 0439716A1 EP 90122963 A EP90122963 A EP 90122963A EP 90122963 A EP90122963 A EP 90122963A EP 0439716 A1 EP0439716 A1 EP 0439716A1
Authority
EP
European Patent Office
Prior art keywords
band
anchor according
counterpart
bolt
facade panel
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
EP90122963A
Other languages
German (de)
English (en)
Other versions
EP0439716B1 (fr
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.)
Leviat GmbH
Original Assignee
Unistrut Europe PLC
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 Unistrut Europe PLC filed Critical Unistrut Europe PLC
Priority to AT90122963T priority Critical patent/ATE87698T1/de
Publication of EP0439716A1 publication Critical patent/EP0439716A1/fr
Application granted granted Critical
Publication of EP0439716B1 publication Critical patent/EP0439716B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
    • E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular to the wall

Definitions

  • the invention relates to an anchor for fastening facade panels to a wall of the type specified in the preamble of claim 1.
  • an anchor for attaching facade panels to a mounting base for example a building wall
  • a rough adjustment and a fine adjustment for producing the desired length of the anchor is possible.
  • the rough adjustment takes place in that a perforated band is screwed onto a holding element in the facade panel by means of a screw, one of the holes in the band being selected according to the desired length.
  • the tape must be angled at a certain distance above the selected hole using a bending device, otherwise the facade panel will not hang vertically. This bending of the tape is cumbersome and time consuming and its accuracy also depends on the skill of the worker.
  • the anchor is screwed onto the facade panel.
  • Another disadvantage of the known embodiment is that the distances between the respective fastening means in the wall with the fastening points of the facade panels must match, since a horizontal offset cannot be compensated.
  • the main advantages of the anchor according to the invention can be seen in particular in that the assembly of the anchor on the facade panel is considerably simplified and the introduction and distribution of force in the facade panel is improved. As a result of the omission of special bending tools, the amount of work on site is reduced and faster and more precise assembly is possible, since the turning process is no longer dependent on the working method and skill of a person.
  • the generic anchor should be further developed in such a way that a problem-free horizontal displacement of the band relative to the fastening means on the facade panel and / or the fastening point on the building base, for example a building wall, is made possible.
  • the invention provides a significantly improved configuration of the bolt connection compared to the prior art of the tape in such a way that a quick transfer, ie a quick change in tape length is possible, and laborious assembly by reaching behind the tape when attaching the counter means to completely secure the bolts is eliminated.
  • the band and the bolt are designed in the manner of a bayonet lock, in such a way that the bolt can be brought into a positively locked position simply by simply inserting it into one of the holes in the band.
  • a particularly expedient embodiment of this interlocking lock is that the holes of the band preferably have a recess at their upper edge and the bolt is provided with at least two lugs on the lateral surface corresponding to the shape of the recesses, the lugs one behind the other in the axial direction at a distance lie, which corresponds approximately to the thickness of the tape.
  • the counterpart is designed as an essentially flat plate or as an angle, the horizontal leg of which is embedded in the material of the facade plate is.
  • the panel or the angle at the lateral ends with means for anchoring in the material of the facade panel.
  • These means can be designed, for example, in the form of bolts which protrude through lateral openings in the counterpart.
  • the means for anchoring can be found on the back of the facade panel protruding profile strips, which are preferably designed as U-profiles, may be formed.
  • the means are designed as brackets welded to the inside of the angle, which protrude into the facade panel.
  • Another possibility of anchoring is that the means are formed by laterally angled ends of the counterpart. It is also possible to provide multiple bevels.
  • the bolts are guided through turned lugs and the lugs are clamped between an abutment and the plate, which serves as a counterpart.
  • Another arrangement by which a particularly favorable introduction and distribution of force in the facade panel is achieved is that the counterpart has a vertical section and an adjoining ring section projecting into the material of the facade panel, the inside diameter of which is so dimensioned that he is gripping a reinforcing iron in close contact. So that the contra-angle and the counterpart are brought into such a position in which the defined distance between the two surfaces is ensured, it is expedient that the contra-angle and the counterpart can be connected to one another and tensioned by means of two screws and nuts.
  • the screws can be formed by threaded sections of the bolts, which also serve for anchoring, to which the angle piece can be plugged and fastened by means of nuts.
  • the distance between the elbow and counterpart through which the band is guided can be created by pressing at least one of these parts or by spacing elements.
  • a screw with a nut screwed onto it can be used as a bolt which is guided through the hole in the belt and on which the tensile force caused by the facade panel acts.
  • the lower edge of the angle piece and the counterpart lie on the head of the screw and the nut or on the cylindrical surface of the bolt. It is advantageous that the means for anchoring are positively held by reinforcing irons. This measure counteracts the formation of cracks in the facade panel in the area of the anchoring means.
  • FIGS. 1 and 2 shows an armature 1, which essentially comprises a band 2 with a flat cross-section, rectangular in cross section, with holes 3 arranged one behind the other at a distance, and a bolt 4 inserted through one of these holes 3.
  • the bolt 4 is in this case designed as a screw 14 with a nut 14 '.
  • the band 2 is carried out between a support part 5 designed as an angle piece and a second angle 6, angle 6 and angle piece 5 each having a horizontal leg 5 'and 6' and a vertical leg 5 '' and 6 ''.
  • the horizontal leg 6 'of the angle 6 is embedded in the material of a facade panel 7, as are two bolts 8 and 9 which are each guided through lateral openings of the angle 6 and angle piece 5 and which are securely anchored in the facade panel 7 with screw heads 8' and 9 'are provided.
  • the elbow 5 and the angle 6 are designed by pressing so that they have a distance a over a large part of their length between the vertical legs 5 "and 6", but at the lateral ends where the bolts 8 and 9 are carried out are lying together.
  • the distance a is such that it corresponds at least to the thickness d of the band 2 for its vertical displacement.
  • the length of the distance a, ie the length of the slot formed in this way is such that the distance a, ie the slot formed thereby, is greater than the width of the band 2.
  • the screw 14 and nut 14 ' are in contact with the lower edge of the vertical legs 5''and6''.
  • the head of the screw 14 lies in a recess 7 'on the back of the facade panel 7.
  • the band 2 is bent above the angle piece 5 out of the plane originally running parallel to the facade plate 7, the angle piece 5 serving as a bending edge.
  • a threaded bolt 12 welded, which cooperates with a - not shown in the drawing - fastening part.
  • a reinforcing iron 13 is provided, which is looped over the bolts 8 and 9 and fits tightly against them and thus serves good reinforcement and force distribution within the facade panel 7 and relieves the bolts 8 and 9.
  • FIGS. 3 and 4 differs from that in FIGS. 1 and 2 in that spacer elements 11 are provided between the angle piece 5 and the angle 6, which produce the distance a between the vertical legs 5 "and 6" .
  • a compression - as shown in Fig. 1 - is therefore not necessary.
  • the upper end of the band 2 can be shaped into a threaded sleeve 15, into which a threaded bolt 16 of a fastening part can be screwed. Otherwise, the reference numerals for the same parts correspond to those of FIGS. 1 and 2.
  • the contra-angle 5 is assigned a counterpart 17, which has a vertical leg 17 ′′ parallel to the leg 5 ′′ of the contra-angle 5 and the upper part of which extends into an annular section 17 projecting into the material of the facade panel 7 'is bent.
  • the inner diameter of the ring section 17 ' is dimensioned such that it engages around the reinforcing iron 13 in close contact.
  • the procedure is such that, according to the desired length of the armature 1, the screw 14 is inserted into one of the holes 3 of the band 2 and the nut 14 'is unscrewed becomes.
  • the band 2 is then arranged between the angle piece 5 and the angle 6 or the counterpart 17 such that the lower edge of the vertical legs 5 '' and 6 '' or 17 '' on the head of the screw 14 and the nut 14 ' lies on.
  • the angle piece 5 and angle 6 or counterpart 17 are brought into mutual contact, possibly with the interposition of spacer elements 11.
  • the vertical legs 5 ′′ and 6 '' or 17 '' the defined distance a from each other, so that the contact of screw 14 and nut 14 'on the angle piece and angle is ensured by pulling the band 2 upwards.
  • the band 2 is completely flat up to this point in time, then the upper part of the band 2 is bent away from the facade panel 7, the angle piece 5 serving as a bending edge.
  • Fig. 6a to 6c shows a generic anchor 1, in which the band 2 and the bolt 19 are designed in the manner of a bayonet lock, such that the bolt 2 is positively locked by simply inserting it into a hole 18 of the band 2.
  • the band has two holes 18, each of which has a recess 18 'on its upper edge, as can be seen from FIG. 6b.
  • a substantially cylindrical bolt 19 is inserted through a hole 18 in the band 2 and has two lugs 19 'on its outer surface, which are located one behind the other in the axial direction (cf. FIG. 6c).
  • the distance s of the two lugs 19 'to one another corresponds to the thickness d of the strip 2. Otherwise, all reference numerals and parts correspond to the illustration in FIG. 2.
  • the assembly of the armature 1 shown in FIG. 6 can be carried out more easily and quickly than in the embodiments with screw 14 and nut 14 '.
  • the angle piece 5 can already be tensioned against the angle 6 when the band 2 is pushed through the distance between the angle piece 5 and the angle 6.
  • the bolt 19 is inserted through one of the holes 18 in such a way that a nose 19 'slides through the recess 18'. Then the bolt 19 is rotated about its longitudinal axis, for example by 180 ° (as shown in FIG. 6a).
  • the bayonet lock according to the invention is much easier to assemble in comparison to a screw lock and allows a quick transfer of the strap, i.e. a quick strap length change, to the assembly by simply inserting the threadless bolt and turning it into the locked position.
  • This design has the advantage that the recess 7 'in the plate 7 can be kept considerably smaller due to the elimination of another locking means, for example a threaded nut, since the additional space required for reaching behind by hand during assembly for the holder, for example a threaded nut is necessary, can be omitted. Because the recess 7 'can be kept optimally small, the reinforcement required in most cases by means of rebar is not impaired in its spatial arrangement. In addition, the manufacture of the bayonet lock does not require expensive machining, for example the cutting of a thread, so that the bayonet lock connection is simple and cheap after manufacture and assembly.
  • the U-shaped profile strips 21 and 22 each have an opening which corresponds to the cross-sectional shape of the angle piece 5 and plate 20.
  • the profile strips 21 and 22 are embedded in the material of the facade panel 7, whereby they are additionally secured with the reinforcing iron 13, and protrude somewhat from the rear of the facade panel 7.
  • the band 2 is carried out between the angle piece 5 and the plate 20, which, like in FIGS. 6a to 6c, has holes 18 with recesses 18 'and is fixed by means of a bolt 19.
  • the upper part of the band 2 is also bent over the bending edge of the angle piece 5 as previously described.
  • the band 2 is horizontally displaceable over the entire length between the two profile strips 21 and 22.
  • FIG. 9 shows an embodiment variant of FIG. 8, in which the band 2, like in FIGS. 1 to 5, has holes 3, a screw 14 being inserted through a hole, the screw head of which in the recess 7 ′ of the facade panel 7 lies and on which a nut 14 'is turned.
  • the angle piece 5 and the plate 20 can be clamped against one another by means of screws 23 and nuts 23 ', which are guided through openings near the ends of the angle piece 5 and plate 20, the distance which enables the band 2 to be moved horizontally, of course, is maintained .
  • FIG. 10 shows an anchor 1 for a facade panel 7, wherein in the facade panel 7, a threaded bolt 24 with screw head 24 'serving as an abutment nut 25, which is screwed onto the threaded bolt, as well as a turned tab 26, which on the Mother 25 is present, are embedded.
  • the tab 26 has an opening through which a reinforcing iron 13 extends.
  • a plate 27 is inserted on the threaded bolt 24, which forms the counterpart for the angle piece 5 and clamps the tab 26 between itself and the nut 25.
  • a screw 14 is inserted through the band 2 and is screwed onto a nut 14 '. In the manner already described, the lower edges of plate 27 and angle piece 5 rest on screw head 14 and nut 14 '.
  • the band 2 is carried out between the vertical legs 5 ′′ and 6 ′′ of the angle piece 5 and the angle 6 and is provided with a screw 14 and nut 14 ′, on which the angle piece and angle lie.
  • hairpin-shaped brackets 29 are welded, which protrude obliquely downward into the facade panel 7 and are operatively connected to reinforcing irons 13.
  • screws 23 and nuts 23 ′ are provided in the region of the lateral ends.
  • Fig. 12 shows an anchor 1 with a band 2, which is carried out between an angle piece 5 and a counterpart 30.
  • the counterpart 30 has a flat section 30 'in its central region and the lateral ends 30' 'are each angled twice with an oblique bevel at 45 °.
  • a reinforcing iron 13 is guided through the outer bent corner 30 '' '.
  • the arrangement of clamping devices and bolts corresponds to the previously described designs.
  • all the exemplary embodiments have a support part 5, which is preferably designed as an angle piece, which due to its shape is sufficiently rigid to maintain its shape exactly when the band is bent.
  • the tape can be bent by hand without any aids, as a thickness d of approx. 4 mm is generally not exceeded even with extremely heavy facade panels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
EP90122963A 1990-01-27 1990-11-30 Ancre pour fixer des plaques de façade sur un mur Expired - Lifetime EP0439716B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90122963T ATE87698T1 (de) 1990-01-27 1990-11-30 Anker fuer die befestigung von fassadenplatten an einer wand.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4002420A DE4002420A1 (de) 1990-01-27 1990-01-27 Anker fuer die befestigung von fassadenplatten an einer wand
DE4002420 1990-01-27

Publications (2)

Publication Number Publication Date
EP0439716A1 true EP0439716A1 (fr) 1991-08-07
EP0439716B1 EP0439716B1 (fr) 1993-03-31

Family

ID=6398917

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90122963A Expired - Lifetime EP0439716B1 (fr) 1990-01-27 1990-11-30 Ancre pour fixer des plaques de façade sur un mur

Country Status (6)

Country Link
US (1) US5197255A (fr)
EP (1) EP0439716B1 (fr)
AT (1) ATE87698T1 (fr)
CA (1) CA2034951A1 (fr)
DE (2) DE4002420A1 (fr)
ES (1) ES2040024T3 (fr)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5857296A (en) * 1996-05-16 1999-01-12 Dayton Superior Corporation Concrete sandwich panel erection anchor
US5809732A (en) 1997-08-08 1998-09-22 Ccc Group, Inc. M/bed block system
US6212841B1 (en) * 1999-04-01 2001-04-10 J R Plume Construction Ltd. Brick tie, in moulded plastic
US6581996B1 (en) * 1999-04-27 2003-06-24 Lawrence Fromelius Lifting system for use in hoisting, particularly heavy cast panels
US7707782B2 (en) * 2005-02-10 2010-05-04 The Babcock & Wilcox Power Generation Group, Inc. Absorber tower metal hood to concrete shell attachment
US20070039258A1 (en) * 2005-08-19 2007-02-22 Walker John R Iii Adjustable attachment system
US7987644B2 (en) 2006-09-15 2011-08-02 Enclos Corporation Curtainwall system
TWI415271B (zh) * 2009-02-09 2013-11-11 Ind Tech Res Inst 染料敏化太陽能電池
US20100257812A1 (en) * 2009-04-13 2010-10-14 Schultz Christopher A Adjustable Attachment System
US8769901B2 (en) 2010-05-28 2014-07-08 The Diller Corporation Cladding system for building laminates
US8800232B1 (en) * 2011-04-04 2014-08-12 LEK Innovations, LLC Flange shear connection for precast concrete structures
US8955285B2 (en) * 2012-12-07 2015-02-17 Illinois Tool Works Inc. Embedment attachment system
US20150135615A1 (en) 2013-11-08 2015-05-21 Cupples International Inc. Perimeter wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1493545A (fr) * 1966-06-03 1967-09-01 Dispositif pour fixation de pierres de revêtements sur façades
DE3307460C1 (de) * 1983-03-03 1984-08-23 Ernst Dr.-Ing. 4300 Essen Haeussler Vorrichtung zum Aufhängen einer Fassadenplatte vor einer Bauwerkswand
DE3721452A1 (de) * 1987-06-30 1989-01-12 Siegfried Fricker Fassadenplattenanker
FR2629499A2 (fr) * 1985-07-15 1989-10-06 Rocamat Sa Revetement mural composite a pierres apparentes

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1936772A (en) * 1931-02-14 1933-11-28 Schurman John Insert for concrete structures
US3834099A (en) * 1971-10-26 1974-09-10 E Haeussler Device for mounting wall plates
DE2504454A1 (de) * 1975-02-04 1976-08-05 Haeussler Ernst Vorrichtung zum aufhaengen von fassadenplatten
US4329826A (en) * 1978-12-21 1982-05-18 Flogaus William S Fastener for joining a structural member to masonry or concrete
DE3411003A1 (de) * 1983-03-29 1984-11-29 Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau Fassadenplattenanker
FR2546214B1 (fr) * 1983-05-19 1985-08-30 Barthelemy Francois Console de montage de revetements muraux lourds
AT379185B (de) * 1984-06-08 1985-11-25 Pointner Ferdinand Anker fuer steinplattenverkleidungen von fassaden od. dgl.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1493545A (fr) * 1966-06-03 1967-09-01 Dispositif pour fixation de pierres de revêtements sur façades
DE3307460C1 (de) * 1983-03-03 1984-08-23 Ernst Dr.-Ing. 4300 Essen Haeussler Vorrichtung zum Aufhängen einer Fassadenplatte vor einer Bauwerkswand
FR2629499A2 (fr) * 1985-07-15 1989-10-06 Rocamat Sa Revetement mural composite a pierres apparentes
DE3721452A1 (de) * 1987-06-30 1989-01-12 Siegfried Fricker Fassadenplattenanker

Also Published As

Publication number Publication date
US5197255A (en) 1993-03-30
ATE87698T1 (de) 1993-04-15
CA2034951A1 (fr) 1991-07-28
ES2040024T3 (es) 1993-10-01
EP0439716B1 (fr) 1993-03-31
DE4002420A1 (de) 1991-08-01
DE59001127D1 (de) 1993-05-06

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