WO2003074813A1 - Module support pour console porte-paroi - Google Patents
Module support pour console porte-paroi Download PDFInfo
- Publication number
- WO2003074813A1 WO2003074813A1 PCT/HU2003/000018 HU0300018W WO03074813A1 WO 2003074813 A1 WO2003074813 A1 WO 2003074813A1 HU 0300018 W HU0300018 W HU 0300018W WO 03074813 A1 WO03074813 A1 WO 03074813A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- plate
- support
- web
- wall
- load bearing
- Prior art date
Links
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
- E04F13/0857—Supporting consoles, e.g. adjustable only in a direction parallel to the wall
Definitions
- the invention relates to a support module for a wall-bearing cantilever, which is used for supporting a revetment/facing wall constructed in front of a load bearing wall of a building.
- wall-bearing cantilevers for supporting such revetment/facing walls are widely used.
- the major element of these wall-bearing cantilevers is the so-called support module, which actually serves for transferring the weight load of the revetment wall to the - mostly concrete - load bearing wall of a building.
- Prior art support modules comprise a support element that can be fixed to the load bearing wall, as well as a web-plate connected to the support element.
- the support element is generally a lug allowing height adjustment and which is welded to the upper edge of the web-plate. Fixing to the load bearing wall is generally ensured by a screw joint implemented with an anchor plug going through the lug.
- the web-plate In its position fixed to the load bearing wall, the web-plate is arranged perpendicular to the load bearing wall, in a vertical position, wherein a base plate for holding the revetment wall is fixed by welding to the bottom or front edge of said web-plate.
- Prior art support modules are furthermore fitted below and above the screw joint with supports resting on the load bearing wall.
- Wall-bearing cantilevers comprising such support modules are described for example in J ⁇ zsef K ⁇ sz ⁇ 's book 'Family houses (5) - The outside facing of a building' (Zrfnyi Publishing House, 1995). These prior art support modules are costly and complicated to manufacture due to the relatively complex support elements and their welded joints with the web-plates. DISCLOSURE OF INVENTION
- the support element is formed integrally with the web-plate, consequently it is not necessary to produce a separate support element and to weld it to the web-plate.
- appropriate supports are to be provided for, in addition to a simple method for enabling a height adjustment in relation to the fixing point.
- the invention is a support module for a wall-bearing cantilever, the support module comprising a support element to be fixed to a load bearing wall of a building, and a web-plate connected to the support element, wherein the web- plate fixed to the load bearing wall by means of the support element is essentially perpendicular to the load bearing wall, and wherein a wall-bearing element of the cantilever is secured to the web-plate.
- the support element is a support plate being essentially perpendicular to the web-plate and being formed integrally with the web-plate by bending, wherein the support plate comprises a through-hole allowing fixing to the load bearing wall and protrusions on the support plate on the side opposite the web-plate.
- the support module according to the invention can be manufactured from a single plate by bending and punching/pressing out, practically without any additional welding or other machining operations. This enables a simple and low cost manufacture.
- One preferred embodiment of the invention is characterised by that the protrusions comprise a lower support abutment below the opening and an upper support abutment above the opening.
- the lower and upper support abutments are preferably formed as square portions pressed out from the support plate, wherein the support plate is sheared along top and bottom edges of the pressed out portions, and is bent at lateral edges of said portions. It is extremely simple to form these inventive protrusions necessary for appropriate positioning and holding of the support module.
- the height adjustment of the support module can be implemented especially advantageously, if the opening is formed as a longitudinal cut-out in parallel with the bending, and the fixing to the load bearing wall is implemented through a square backing plate which comprises a longitudinal opening arranged essentially diagonally therein and wherein in the fixed position, the upper edge of the backing plate rests on the lower edge of the upper pressed out portion.
- the support plate has a form of a vertical oblong, and the web- plate has a nose shape having a slanted edge including an angle of 55 to 80° with the horizontal and a horizontal edge joining into the upper edge of the support plate at the top of the nose shape.
- the wall-bearing element is preferably a base plate being fixed by welding to the lower edge of the web-plate.
- Fig. 1 is a view of a support module according to the invention with a base plate welded to it and elements for fixing
- Fig. 2 is a cross sectional view of the support module depicted in Fig. 1 taken along plane ll-ll, and
- Fig. 3 is a view of a facade supporting cantilever comprising two support modules, in an installed position.
- a support module 10 which consists of two main parts, a support plate 11 and a web-plate 12.
- the support plate 11 is formed integrally with the web-plate 12 by a vertical bending 13 in a way that the support plate 11 is essentially perpendicular to the web-plate 12.
- the bending 13 is preferably curved, wherein the bending radius may change subject to the plate thickness, but it preferably should not be shorter than 3 mm.
- the web-plate 12 may have for example a conventional shape as shown in Fig. 1 , but differently shaped web-plates 12 may also be used.
- the depicted preferred web-plate 12 is of a nose shape, which has a slanted edge 12c that includes an angle of 55 to 80° with the horizontal, and there is also a horizontal edge 12a joining into the upper edge of the support plate 11 at the top of the nose shape.
- the support plate 11 has an essentially vertical oblong shape, and an opening 14 is formed therein that enables fixing to the load bearing wall.
- the opening 14 is formed preferably as a longitudinal cut-out in parallel with the bending 13, and it enables a height adjustment of the support module against the position of a wall plug.
- a lower support abutment 15 below the opening 14 and an upper support abutment 16 above the opening 14 are formed as protrusions in the support plate 11.
- the lower and upper support abutments 15 and 16 are formed as pressed out portions having a rectangular form from the support plate 11.
- the material of the support plate 11 - as shown in Fig. 2 - is sheared along upper edges 15a, 16a and bottom edges 15b, 16b of the pressed out portions, and is bent at lateral edges of the portions.
- the sheared surfaces are preferably smooth and perpendicular to the bending 13.
- the upper support abutment 16 plays an important role in fixing the support module 10.
- the fixing of the support module 10 to the load bearing wall 24 can be implemented by means of an anchor plug 18, as well as a washer 19 and a nut 20 screwed thereon.
- the anchor plug 18 is arranged through the opening 14 of the support plate 11 and through an opening 22 of a square backing plate 21.
- the latter has a longitudinal opening 22 located diagonally in the backing plate 21.
- an upper edge 21a of the backing plate 21 rests on the lower edge 16b of the upper pressed out portion 16.
- the lower support abutment 15 has two important functions. On the one hand it ensures the parallel location of the support plate 11 of the support module 10 with the load bearing wall 24, and on the other the supporting force emerging on it is converted into a friction force to ensure the desired stability of the support module 10.
- a wall-bearing element of the wall- bearing cantilever is fixed to a lower edge 12b of the web-plate 12.
- the element holding the wall can be a horizontal base plate 17 having an L profile, but other types of support elements for example flat base plates may also be used. It is also possible that the base plate 17 with an L profile is connected to a vertical front edge of the web-plate 12 instead of the lower 12b edge, using the vertical leg of the L profile.
- the base plate 17, the material of which is preferably identical with that of the support module, is preferably fixed to the web-plate 12 by a double fillet weld. In Fig.
- a wall-bearing cantilever is depicted in an installed position, which has two support modules 10 connected to the joint base plate 17.
- the revetment wall 23 carried by the cantilever is generally made of bricks, but other types of walls made of marble or decorative stone for example can be conceived. Between the revetment wall 23 and the load bearing wall 24, an air gap may also be preferably formed outside the insulation 25.
- the inventive support module can be of course formed differently from those depicted above.
- the web-plate 12 of the support module 10 formed integrally may have any preferred shape, and the support module 10 may have either a right hand or a left hand design.
- the support module according to the invention also enables the implementation of horizontal dilatation fields used in the art.
- the material of the support module is generally stainless steel plate, for example steel plate KO33 or KO35, preferably with a plate thickness of 3 to 6 mm.
- the support module according to the invention is excellent for designing support modules falling into the loadability categories of 3.5 kN, 7.0 kN and 10.5 kN applied in the art.
- the support module according to the invention can be designed in a way that it is equivalent with prior art support modules, while the manufacturing costs are much lower.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Stacking Of Articles And Auxiliary Devices (AREA)
- Golf Clubs (AREA)
- Sliding-Contact Bearings (AREA)
- Manufacturing Of Printed Circuit Boards (AREA)
- Packaging Frangible Articles (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE60323348T DE60323348D1 (de) | 2002-03-04 | 2003-03-04 | Stützmodul für einen wandlagerausleger |
EP03743453A EP1490564B1 (fr) | 2002-03-04 | 2003-03-04 | Module support pour console porte-paroi |
AU2003209515A AU2003209515A1 (en) | 2002-03-04 | 2003-03-04 | Support module for a wall-bearing cantilever |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
HU20020200059U HU2333U (en) | 2002-03-04 | 2002-03-04 | Support for border piling |
HUU0200059 | 2002-03-04 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2003074813A1 true WO2003074813A1 (fr) | 2003-09-12 |
Family
ID=10975446
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/HU2003/000018 WO2003074813A1 (fr) | 2002-03-04 | 2003-03-04 | Module support pour console porte-paroi |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1490564B1 (fr) |
AT (1) | ATE407273T1 (fr) |
AU (1) | AU2003209515A1 (fr) |
DE (1) | DE60323348D1 (fr) |
HU (1) | HU2333U (fr) |
WO (1) | WO2003074813A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010023031A1 (fr) * | 2008-08-26 | 2010-03-04 | Mecanismos, Anclajes Y Sistemas Autoportantes, S. L. | Dispositif de support pour dalles de couverture |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH666310A5 (en) * | 1984-07-18 | 1988-07-15 | Peter Schaer Ag | Facade cladding fixing device - comprises bracket extending through insulation material and accommodating anchoring member for cladding |
GB2204620A (en) * | 1987-05-13 | 1988-11-16 | Expamet U K Limited | Masonry support for cladding forming an outer skin of a cavity wall |
DE3720278A1 (de) * | 1987-06-19 | 1989-01-05 | Miroslav Jankovic | Verankerungshalter fuer die befestigung von natursteinplatten an fassaden |
DE3910286A1 (de) * | 1989-03-30 | 1990-10-04 | Lutz Fa Karl | Vorrichtung zum verankern von bauelementen an einem tragenden verankerungsgrund |
EP0566829A1 (fr) * | 1992-04-22 | 1993-10-27 | HALFEN GmbH & CO. Kommanditgesellschaft | Console d'appui pour blocs de construction, plaques de parement ou similaires |
DE19506023A1 (de) * | 1995-02-22 | 1996-09-05 | Lutz Ankersysteme Gmbh & Co | Traganker für Fassadenplatten |
DE19610408A1 (de) * | 1996-03-16 | 1997-09-25 | Lutz Ankersysteme Gmbh & Co | Traganker für Fassadenplatten |
DE20017663U1 (de) * | 2000-10-14 | 2002-02-21 | Fischer Artur Werke Gmbh | Fassadenplattenhalter |
-
2002
- 2002-03-04 HU HU20020200059U patent/HU2333U/hu unknown
-
2003
- 2003-03-04 EP EP03743453A patent/EP1490564B1/fr not_active Expired - Lifetime
- 2003-03-04 AT AT03743453T patent/ATE407273T1/de not_active IP Right Cessation
- 2003-03-04 DE DE60323348T patent/DE60323348D1/de not_active Expired - Fee Related
- 2003-03-04 AU AU2003209515A patent/AU2003209515A1/en not_active Abandoned
- 2003-03-04 WO PCT/HU2003/000018 patent/WO2003074813A1/fr active IP Right Grant
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH666310A5 (en) * | 1984-07-18 | 1988-07-15 | Peter Schaer Ag | Facade cladding fixing device - comprises bracket extending through insulation material and accommodating anchoring member for cladding |
GB2204620A (en) * | 1987-05-13 | 1988-11-16 | Expamet U K Limited | Masonry support for cladding forming an outer skin of a cavity wall |
DE3720278A1 (de) * | 1987-06-19 | 1989-01-05 | Miroslav Jankovic | Verankerungshalter fuer die befestigung von natursteinplatten an fassaden |
DE3910286A1 (de) * | 1989-03-30 | 1990-10-04 | Lutz Fa Karl | Vorrichtung zum verankern von bauelementen an einem tragenden verankerungsgrund |
EP0566829A1 (fr) * | 1992-04-22 | 1993-10-27 | HALFEN GmbH & CO. Kommanditgesellschaft | Console d'appui pour blocs de construction, plaques de parement ou similaires |
DE19506023A1 (de) * | 1995-02-22 | 1996-09-05 | Lutz Ankersysteme Gmbh & Co | Traganker für Fassadenplatten |
DE19610408A1 (de) * | 1996-03-16 | 1997-09-25 | Lutz Ankersysteme Gmbh & Co | Traganker für Fassadenplatten |
DE20017663U1 (de) * | 2000-10-14 | 2002-02-21 | Fischer Artur Werke Gmbh | Fassadenplattenhalter |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010023031A1 (fr) * | 2008-08-26 | 2010-03-04 | Mecanismos, Anclajes Y Sistemas Autoportantes, S. L. | Dispositif de support pour dalles de couverture |
Also Published As
Publication number | Publication date |
---|---|
HU0200059V0 (en) | 2002-05-28 |
HU2333U (en) | 2002-07-29 |
ATE407273T1 (de) | 2008-09-15 |
AU2003209515A1 (en) | 2003-09-16 |
EP1490564B1 (fr) | 2008-09-03 |
DE60323348D1 (de) | 2008-10-16 |
EP1490564A1 (fr) | 2004-12-29 |
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