EP0361018A1 - Partie d'ancrage pour ancres d'éléments de façade et élément de façade ainsi équipé - Google Patents
Partie d'ancrage pour ancres d'éléments de façade et élément de façade ainsi équipé Download PDFInfo
- Publication number
- EP0361018A1 EP0361018A1 EP89113921A EP89113921A EP0361018A1 EP 0361018 A1 EP0361018 A1 EP 0361018A1 EP 89113921 A EP89113921 A EP 89113921A EP 89113921 A EP89113921 A EP 89113921A EP 0361018 A1 EP0361018 A1 EP 0361018A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchoring part
- facade panel
- anchor
- bolt
- boarding
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 23
- 229910000746 Structural steel Inorganic materials 0.000 claims abstract description 8
- 229910001220 stainless steel Inorganic materials 0.000 claims description 26
- 239000010935 stainless steel Substances 0.000 claims description 26
- 230000001154 acute effect Effects 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 12
- 230000007797 corrosion Effects 0.000 description 8
- 238000005260 corrosion Methods 0.000 description 8
- 230000002349 favourable effect Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 1
- 235000000396 iron Nutrition 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
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 anchoring part for facade panel anchors, with a horizontal support bolt arranged in a recess in a facade panel and connectable to an upper anchor part of the facade panel anchor, which is made of structural steel, has a stainless steel sleeve and has ends protruding into the facade panel with one each at its two ends essentially vertical rod anchor is connected.
- Facade panel anchors are used to hang facade panels at a short distance from the outer walls of buildings.
- the upper anchor part which is attached to the outer wall of the building, is usually adjustable in length. In this way, the facade panel suspended from at least two facade panel anchors can be aligned vertically.
- a horizontal adjustment possibility is given by the fact that the upper anchor part, which usually has an eyelet encompassing the support bolt, can be moved horizontally on the support bolt.
- the supporting bolt In a known anchoring part of the type mentioned at the beginning (DE-A-36 08 953), the supporting bolt consists of structural steel which is not corrosion-resistant. In order to permanently protect the surface of the supporting bolt which is exposed in the recess of the facade panel against corrosion, the supporting bolt is surrounded in this area by a stainless steel sleeve which extends with both ends of the recess into the facade panel. As a result, a considerable saving of the expensive material stainless steel is achieved in comparison with a design of the supporting bolt which is made entirely of stainless steel.
- the support bolt of this known anchoring part for a facade panel anchor protrudes with its two ends so far into the material of the facade panel lying on both sides of the recess that the two ends of the support bolt are clamped essentially rigidly there.
- the known support bolt thus statically forms a support clamped at both ends. This does indeed mean that, compared to a beam on two supports, only a smaller cross-sectional area is required when absorbing the same forces.
- Vertical rod anchors which encompass the two ends of the support bolt, introduce the vertical load capacities into the facade panel.
- the object of the invention is therefore to design an anchoring part for facade panel anchors of the type mentioned in such a way that with a low material requirement for corrosion-resistant stainless steel at the point of entry of the supporting bolt into the material of the facade panel, no impermissibly high deformations and thus damage occur.
- the supporting bolt is designed statically as a carrier on two supports, which is received in the facade panel essentially without rigidly clamping its two ends.
- the deformations that occur at the entry of the support bolt into the material of the facade panel are so small that the material of the facade panel is not overstressed. It is therefore sufficient for the stainless steel sleeve to protrude only a relatively small amount into the material of the facade panel, since sufficient protection against corrosion of the parts made of structural steel is then already guaranteed.
- the load capacity introduced via the support bolt is taken from its ends directly downwards through the vertical rod anchors and introduced into the facade panel.
- the lateral dimensions of the anchoring part are relatively small, so that the anchoring part can also be used close to the vertical side edges of the facade panel. Since practically no bending forces are to be transmitted at the ends of the supporting bolt, a simple and easy-to-produce welded connection is sufficient for the connection with the vertical rod anchors.
- the support pin and the stainless steel sleeve are of equal length.
- this results in a very simple length fixation of the stainless steel sleeve on the supporting bolt, because the vertical rod anchors that adjoin both ends hold the stainless steel sleeve.
- material is saved because of the Support bolts and the stainless steel sleeve only protrude into the material of the facade panel by a relatively small amount. Therefore, the support pin and the stainless steel sleeve can be made with a relatively large diameter without the material consumption being too great.
- the stainless steel sleeve is not a load-bearing component, it can be made with a small wall thickness, preferably in the order of 0.1 to 0.02 of the diameter of the support bolt. The consumption of expensive stainless steel is therefore very low.
- the ends welded to the end faces of the supporting bolt are flattened and lie flat there. This results in a favorable, namely approximately rectangular cross-sectional shape of the side welds.
- the bottom of the weld seam is not acute-angled as with a welded round rod. It is therefore achieved by the flattening that even with a relatively short weld seam length, a sufficiently firm and secure welded connection between the rod anchor and the end face of the supporting bolt is ensured.
- the invention also relates to a facade panel equipped with such an anchoring part, which has a recess on its rear side, into which both side walls of the supporting bolt of the anchoring part protrude with its ends;
- the facade panel is characterized according to the invention in that the length of the ends of the supporting bolt projecting into the lateral walls is in each case approximately 1.5 to 3.0 cm.
- the facade panel anchor shown in FIGS. 1 and 2 has an anchor upper part 1, which is designed as a frame made of sheet metal, which has a recess 2.
- the recess 2 engages at its upper end via a dowel screw 3, which is used to fasten the facade panel anchor to an outer wall 4 of a building.
- the lower section of the upper anchor part 1 forms a sleeve 5, through which a clamping part 6 designed as a threaded rod is inserted.
- the clamping part can be adjusted relative to the upper anchor part 1 by means of a nut 7.
- an eyelet 8 is arranged, which is located in a recess 9 on the back of a facade panel 10, which is suspended at a distance from the outer wall 4.
- a support pin 11 which consists of structural steel, carries a stainless steel sleeve 12 of the same length.
- side windows 13 are fastened at such a distance from one another that they lie in the side walls 14 of the recess 9, into which the ends of the supporting bolt 11 protrude.
- the support bolt 11 is welded to its two end faces 16 with a vertical rod anchor 17.
- the vertical rod anchors 17 are each angled at their upper end, welded to the supporting bolt 11, at an acute angle with respect to the vertical. They preferably consist of ribbed steel and serve to introduce the suspension forces absorbed by the supporting bolt 11 into the facade panel 10.
- the ends 18 of the rod anchors 17 welded to the end faces 16 of the supporting bolt 11 are flattened and widened. As a result, not only a flat contact with the end face 16 is achieved, but also a cross-sectional shape of the lateral weld seams 19 that is favorable for welding.
- the diameter of the support bolt 11 is a multiple of the diameter of the vertical rod anchor 17.
- the rod anchors 17 are only subjected to tension, while the support bolt 11 as a support on two supports is essentially subjected to bending.
- the stainless steel sleeve 12, the wall thickness of which is in the order of 0.1 to 0.05 of the diameter of the supporting bolt 11, only serves to protect against corrosion and transmits practically no forces. The material requirement for expensive stainless steel is therefore very low for the stainless steel sleeve 12. Much cheaper structural steel is used for all other parts.
- the length of the ends of the support bolt 11 projecting into the side walls 14 of the recess 9 is approximately 1.5 to 3.0 cm, namely only as much as is necessary for sufficient concrete coverage of the rod anchors 17 in the region of the recess 9.
- the facade panel anchor can also be attached very close to the lateral vertical edges of the facade panel 10.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT89113921T ATE80192T1 (de) | 1988-09-14 | 1989-07-28 | Verankerungsteil fuer fassadenplattenanker und damit ausgestattete fassadenplatte. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE8811647U DE8811647U1 (de) | 1988-09-14 | 1988-09-14 | Verankerungsteil für Fassadenplattenanker und damit ausgestattete Fassadenplatte |
| DE8811647U | 1988-09-14 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0361018A1 true EP0361018A1 (fr) | 1990-04-04 |
| EP0361018B1 EP0361018B1 (fr) | 1992-09-02 |
Family
ID=6827927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP89113921A Expired - Lifetime EP0361018B1 (fr) | 1988-09-14 | 1989-07-28 | Partie d'ancrage pour ancres d'éléments de façade et élément de façade ainsi équipé |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP0361018B1 (fr) |
| AT (1) | ATE80192T1 (fr) |
| DE (2) | DE8811647U1 (fr) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1995016098A1 (fr) * | 1993-12-07 | 1995-06-15 | Portal Europe S.A. | Plaque ou vitre pour construction |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2095793A5 (fr) * | 1970-06-03 | 1972-02-11 | Haeussler Ernst | |
| DE2301023A1 (de) * | 1973-01-10 | 1974-07-18 | Beine Karlheinz | Verankerungsvorrichtung fuer verkleidungsplatten an fassaden |
| DE1683167B2 (de) * | 1966-01-11 | 1977-10-20 | Fa. Karl Lutz, 6980 Wertheim | Wandverkleidung fuer aussenwaende |
| DE2836817A1 (de) * | 1978-08-23 | 1980-03-06 | Willi Clavey | Vorrichtung zur aufhaengung einer fassadenplatte an einem hinterluefteten baukoerper |
| AT370471B (de) * | 1980-10-16 | 1983-04-11 | Riss Ges M B H | Vorrichtung zur aufhaengung von fassadenplatten od. dgl. an bauwerken |
| DE3411003A1 (de) * | 1983-03-29 | 1984-11-29 | Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau | Fassadenplattenanker |
| EP0144784A2 (fr) * | 1983-12-05 | 1985-06-19 | Heinz G. Riss | Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade |
| DE3503406A1 (de) * | 1985-02-01 | 1986-08-07 | Willi 3057 Neustadt Clavey | Vorrichtung zum aufhaengen einer fassadenplatte an einem hinterluefteten baukoerper |
| DE3608953A1 (de) * | 1986-03-18 | 1987-09-24 | Deha Baubedarf Kg | Fassadenplattenanker |
-
1988
- 1988-09-14 DE DE8811647U patent/DE8811647U1/de not_active Expired
-
1989
- 1989-07-28 AT AT89113921T patent/ATE80192T1/de active
- 1989-07-28 EP EP89113921A patent/EP0361018B1/fr not_active Expired - Lifetime
- 1989-07-28 DE DE8989113921T patent/DE58902200D1/de not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1683167B2 (de) * | 1966-01-11 | 1977-10-20 | Fa. Karl Lutz, 6980 Wertheim | Wandverkleidung fuer aussenwaende |
| FR2095793A5 (fr) * | 1970-06-03 | 1972-02-11 | Haeussler Ernst | |
| DE2301023A1 (de) * | 1973-01-10 | 1974-07-18 | Beine Karlheinz | Verankerungsvorrichtung fuer verkleidungsplatten an fassaden |
| DE2836817A1 (de) * | 1978-08-23 | 1980-03-06 | Willi Clavey | Vorrichtung zur aufhaengung einer fassadenplatte an einem hinterluefteten baukoerper |
| AT370471B (de) * | 1980-10-16 | 1983-04-11 | Riss Ges M B H | Vorrichtung zur aufhaengung von fassadenplatten od. dgl. an bauwerken |
| DE3411003A1 (de) * | 1983-03-29 | 1984-11-29 | Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau | Fassadenplattenanker |
| EP0144784A2 (fr) * | 1983-12-05 | 1985-06-19 | Heinz G. Riss | Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade |
| DE3503406A1 (de) * | 1985-02-01 | 1986-08-07 | Willi 3057 Neustadt Clavey | Vorrichtung zum aufhaengen einer fassadenplatte an einem hinterluefteten baukoerper |
| DE3608953A1 (de) * | 1986-03-18 | 1987-09-24 | Deha Baubedarf Kg | Fassadenplattenanker |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1995016098A1 (fr) * | 1993-12-07 | 1995-06-15 | Portal Europe S.A. | Plaque ou vitre pour construction |
Also Published As
| Publication number | Publication date |
|---|---|
| DE58902200D1 (de) | 1992-10-08 |
| EP0361018B1 (fr) | 1992-09-02 |
| ATE80192T1 (de) | 1992-09-15 |
| DE8811647U1 (de) | 1988-12-08 |
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