EP1936054A1 - Languette de traction destinée à la fixation de plaques murales en béton poreux, ainsi que système de plaques murales en béton poreux doté de languettes de traction - Google Patents

Languette de traction destinée à la fixation de plaques murales en béton poreux, ainsi que système de plaques murales en béton poreux doté de languettes de traction Download PDF

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Publication number
EP1936054A1
EP1936054A1 EP07123457A EP07123457A EP1936054A1 EP 1936054 A1 EP1936054 A1 EP 1936054A1 EP 07123457 A EP07123457 A EP 07123457A EP 07123457 A EP07123457 A EP 07123457A EP 1936054 A1 EP1936054 A1 EP 1936054A1
Authority
EP
European Patent Office
Prior art keywords
pull tab
anchor
web
concrete wall
holes
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
EP07123457A
Other languages
German (de)
English (en)
Other versions
EP1936054B1 (fr
EP1936054B9 (fr
Inventor
Peter Langer
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.)
Xella Baustoffe GmbH
Original Assignee
Xella Baustoffe GmbH
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Publication date
Application filed by Xella Baustoffe GmbH filed Critical Xella Baustoffe GmbH
Publication of EP1936054A1 publication Critical patent/EP1936054A1/fr
Publication of EP1936054B1 publication Critical patent/EP1936054B1/fr
Application granted granted Critical
Publication of EP1936054B9 publication Critical patent/EP1936054B9/fr
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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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • 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
    • E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements

Definitions

  • the invention relates to an anchoring element of a stamped sheet metal part for an anchoring device in the form of a so-called pull tab for attachment of aerated concrete wall panels to one on a supporting part, for. B. at a z. B. vertical support z. B. concrete or steel or wood of a Bautragkonstrutation arranged, preferably vertically aligned anchor rail.
  • the invention also relates to an aerated concrete wall panel system comprising the pull tabs.
  • Wall panels made of aerated concrete have z. B. the following dimensions: thickness 125 to> 250 mm, width 500 to 750 mm, length 5000 to> 7500 mm. They are claimed before the supports of a Bautragkonstrutation mainly by Windtik- and -sog mechanism that must be initiated by the anchoring device in the supports. For this purpose, among other anchoring elements are used, which are mounted in the field specified anchor channels. Thus, the wind loads are absorbed, which act as tensile forces perpendicular to the wall plate level. Compressive forces are derived via direct contact between the wallboard and the supporting structure.
  • a pull tab is known, which is designed as a one-piece stamped sheet metal part and can be used in an anchor rail anchor head, an adjoining the anchor head obliquely to the plane of the plate connecting web and a subsequent to the connecting web nail plate with trapezoidal plan.
  • In the nail plate are circular through holes for the penetration of to be recovered in a cellular concrete wallboard nails z. B. hollow nails provided as z. B. in the utility model G 92 15 458 U1 to be discribed.
  • a stiffening bead is introduced and the nail holes are also beaded.
  • the nail head is folded.
  • the known one-piece design of an anchoring element is intended to improve previously known two-piece embodiments of a zuglasche, in which only the anchor head with the connecting web in one piece and the nail plate are formed as a separate to the connecting web to be punched sheet metal stamping.
  • Anchoring devices with such anchoring elements are for high retention forces to z. B. 2.25 kN per connector provided.
  • z. B. between 0.70 and 1.15 kN per anchoring element, one-piece pull tabs are used, which have only one anchor head and an angle extending to the plane of the board nail ridge.
  • the well-known one-piece pull tab for high support forces requires a relatively large amount of sheet material, in particular because of the special spatial shape of the nail plate and the anchor head, and it is produced in the production of relatively much sheet metal waste material.
  • a sheet metal usually stainless steel sheet must be used, which is expensive.
  • the power transmission that takes place in the nail plate on the nails not optimal.
  • beads must be formed in the nail plate and folds in the anchor head are required.
  • the object of the invention is to provide a one-piece zuglasche and a wall plate system with the pull tab, which has a straightforward spatial form and material saving and low-waste produced, but nevertheless can pass on the predetermined high support forces in the anchoring device, is easy to install in a wall plate system and high wind loads can transfer.
  • the new spatial form of the pull tab especially in conjunction with the special arrangement of Nagelöcher, it is possible to provide a pull tab available that can transmit high holding forces up to 25 kN, the simple spatial form also requires relatively little sheet material and simple and material-saving and is punched out low waste.
  • the in the Fig. 1a . 1b illustrated aerated concrete wall panel systems are part of a Bausragkonstrutation not shown.
  • the systems have a vertical support element, for. B. a vertical rectangular support column 12, z. Concrete (eg Fig. 1a ) or a double-T-beam 12a ( Fig. 1b ), each with a preferably flat end face 11.
  • transverse center region of the end faces 11 of the support members 12, 12 a is in the longitudinal direction of the support elements vertically extending, undercut C-profile anchor rail 10, z. B. made of metal, for. B. embedded in the case of the concrete column or welded in the case of the double-T-beam, the vertical opening slot opens at the surface of the end faces 11.
  • the anchor rail 10 may also be outside on end faces 11 of the column, or z. As a square steel prop, or a wooden beam construction may be arranged.
  • the anchor rail 10 is preferably positive fit the anchor head 2 of a first pull tab 1 of the invention from a sheet metal stamping, the pull tab 1 flat on the end surface 9 of the first porous concrete slab 6 rests.
  • a second identical inventive pull tab 1' On the anchor head 2 of the first pull tab of the anchor head 2 'of a second identical inventive pull tab 1', wherein the pull tab 1 'rests flat on the end surface 9 of the second porous concrete slab.
  • the two pull tabs 1, 1 ' are arranged mirror-symmetrically to the joint 8.
  • the pull tabs 1, 1 ' preferably have circular through holes 3, the nails, z. As hollow nails 4, are penetrated, which are driven into the aerated concrete plates 6, 7.
  • the design of the anchor head 2 is in each case adapted to the cross-sectional profile of the anchor rail 10.
  • the anchor head has a known so-called. Hammer head shape, wherein the engaging part of the anchor head 2, which is stored within the anchor rail 10, via a narrower connecting web 13 with the wider pull tab 1 is in communication.
  • the pull tab 1 has an elongated straight anchor plate web 14 and a suitably somewhat shorter, the anchor plate web 14 obliquely extending connecting plate web 15, wherein between the anchor plate 14 and the connecting plate web 15 is a sheet metal web 16.
  • the webs 14, 15 and 16, as shown the same width and the same thickness. It is z. B. when using stainless steel, the width expediently at least 30 mm, preferably 30 to 45 mm, in particular 30 to 35 mm.
  • the thickness is suitably 2 to 2.5 mm z. B. when using a stainless steel sheet and in particular 2.2 to 2.4 mm.
  • the total length is z. B. when using stainless steel sheet 480 to 550 mm, in particular 490 to 520 mm.
  • the length of the pull tab 1 is chosen in each case so that on the one hand a good power transmission is achieved and on the other hand, the pull tab 1 for saving material is not too large.
  • the angle, resulting from the inclination of the connecting plate web 15 to the armature plate web 14 is preferably between 120 and 150 °, in particular between 130 and 140 °.
  • the radius of curvature r of the sheet web 16 is 120 to 150 mm, in particular 130 to 140 mm.
  • the holes 3 are arranged in the transverse center of the anchor plate web 14 and that expediently at a distance of at least 60 mm, preferably at a distance between 60 and 80 mm, in particular between 60 and 65 mm.
  • holes 3 ' are provided in the sheet metal web, expediently at the same distance from each other as the holes 3 in the anchor plate web 14, wherein preferably a hole 3' is arranged in the apex of the bow.
  • a group of z. B. three holes 3 in the sheet metal web 16 and a group of z. B. three holes 3 is arranged in the anchor plate web 14, wherein the distance between the groups z. B. between 90 and 120 mm, in particular between 100 and 110 mm.
  • the holes 3, 3 ' are expediently circular and preferably have a diameter of 8 to 12 mm, in particular from 9 to 11 mm.
  • a distance of at least 150 mm, in particular from 150 to 200 mm is expediently provided.
  • the hollow nail 4 to be used together with the pull tab 1 according to the invention is in a preferred embodiment in FIG Fig. 3 shown.
  • This hollow nail 4 consists of a rolled sheet metal strip made of stainless steel, for. As stainless steel, and has a extending over its entire length, slightly open longitudinal slot 5.
  • the nail head 6 consists of a funnel-shaped widening of the nail shaft.
  • the diameter of the hollow nail 4 is equal to or slightly larger than the diameter of the holes 3, 3 ', so that the hollow nail 4 after driving seated fit or in the associated hole 3, 3', whereby a good power transmission between each hollow nail 4 and the associated hole 3, 3 'is guaranteed.
  • the lower end of the hollow nail 4 is slightly smaller than the hole diameter (not shown).
  • the open longitudinal slot 4 ensures that the hollow nail when driving into the hole in diameter can shrink slightly and always fits in the hole 3, 3 'sits.
  • the use of hollow nails 4 with a round cross-section has the advantage that the nail can transmit equally large forces in any direction perpendicular to the axis of the nail force.
  • the corrosion resistance of the pull tab 1 is guaranteed, this z.
  • the spatial form of the pull tab 1 according to the invention also makes it possible in a surprising manner to make one Fig. 4 recognizable punching plan to use, which allows a very low-waste punching from a sheet metal strip.
  • the new anchoring device can be produced economically, since relatively thin sheet metal can be used for the pull tab itself.
  • existing hollow metal nails are inexpensive to produce.
  • the assembly effort is relatively low, since only the anchor head must be hung in the anchor rail and then some hollow nails z. B. 6, must be taken.
  • the arrangement of the holes is chosen so that the hollow nails are loaded evenly and also no splitting effect as a result of too closely adjacent nails.
  • the hollow nails ensure due to their round, d. H. Symmetrical cross section, a uniform force transmission from the pull tab plate on the aerated concrete plate and vice versa. A uniform power transmission from the pull tab on the hollow nails is also ensured by the fact that they fit snugly in the holes of zuglasche.
  • This can, depending on the type of support by pouring, z. B. in concrete, by welding to steel columns or by screwing to steel, concrete or wooden structures.
  • the anchor head 2 has a shape adapted to the respective profile of the anchor rail 10 form, for. B. hammerhead shape, on.
  • the pull tab By turning by 90 °, the pull tab is brought into a horizontal position, wherein the anchor head locks in the anchor rail 10.
  • the anchor plate is in a horizontal position on the upper in the presence of springs 13 optionally previously flattened horizontal end surface 9 or narrow side surface of the vertical arranged aerated concrete wall plate placed, and then successively hollow nails 4 in the six holes 3, 3 'of the pull tab 1 are taken. The same process is performed at the other end of the aerated concrete slab, and thus the actual assembly is completed.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP07123457A 2006-12-18 2007-12-18 Languette de traction destinée à la fixation de plaques murales en béton poreux, ainsi que système de plaques murales en béton poreux doté de languettes de traction Active EP1936054B9 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202006019060U DE202006019060U1 (de) 2006-12-18 2006-12-18 Zuglasche zur Befestigung von Porenbetonwandplatten

Publications (3)

Publication Number Publication Date
EP1936054A1 true EP1936054A1 (fr) 2008-06-25
EP1936054B1 EP1936054B1 (fr) 2009-11-04
EP1936054B9 EP1936054B9 (fr) 2010-05-26

Family

ID=37853316

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07123457A Active EP1936054B9 (fr) 2006-12-18 2007-12-18 Languette de traction destinée à la fixation de plaques murales en béton poreux, ainsi que système de plaques murales en béton poreux doté de languettes de traction

Country Status (3)

Country Link
EP (1) EP1936054B9 (fr)
AT (1) ATE447645T1 (fr)
DE (2) DE202006019060U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3039843A1 (fr) * 2015-08-03 2017-02-10 Lib Ind Dispositif d'accroche de plaques de beton pour realiser un bardage sur une construction

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3905496A1 (de) * 1988-03-01 1989-09-14 Hermanns Gebr Kremo Werke Zuglasche zur befestigung von gasbeton-wandplatten an ankerschienen
DE9215457U1 (fr) * 1992-11-13 1992-12-24 Kremo Werke Hermanns Gmbh & Co Kg, 4150 Krefeld, De
DE29611203U1 (de) * 1996-06-27 1996-09-05 Hebel Ag Lageranordnung für Porenbetonplatten

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3905496A1 (de) * 1988-03-01 1989-09-14 Hermanns Gebr Kremo Werke Zuglasche zur befestigung von gasbeton-wandplatten an ankerschienen
DE9215457U1 (fr) * 1992-11-13 1992-12-24 Kremo Werke Hermanns Gmbh & Co Kg, 4150 Krefeld, De
DE29611203U1 (de) * 1996-06-27 1996-09-05 Hebel Ag Lageranordnung für Porenbetonplatten

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3039843A1 (fr) * 2015-08-03 2017-02-10 Lib Ind Dispositif d'accroche de plaques de beton pour realiser un bardage sur une construction

Also Published As

Publication number Publication date
EP1936054B1 (fr) 2009-11-04
DE502007001894D1 (de) 2009-12-17
ATE447645T1 (de) 2009-11-15
EP1936054B9 (fr) 2010-05-26
DE202006019060U1 (de) 2007-03-01

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