EP2379824B1 - Ancre de fixation destinée à la fixation d'une façade - Google Patents

Ancre de fixation destinée à la fixation d'une façade Download PDF

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Publication number
EP2379824B1
EP2379824B1 EP10703616.2A EP10703616A EP2379824B1 EP 2379824 B1 EP2379824 B1 EP 2379824B1 EP 10703616 A EP10703616 A EP 10703616A EP 2379824 B1 EP2379824 B1 EP 2379824B1
Authority
EP
European Patent Office
Prior art keywords
anchor
deformation
fastening
base plate
fastening anchor
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.)
Not-in-force
Application number
EP10703616.2A
Other languages
German (de)
English (en)
Other versions
EP2379824A2 (fr
Inventor
Harald Elbert
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.)
Josef Gartner and Co
Original Assignee
Josef Gartner and Co
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 Josef Gartner and Co filed Critical Josef Gartner and Co
Publication of EP2379824A2 publication Critical patent/EP2379824A2/fr
Application granted granted Critical
Publication of EP2379824B1 publication Critical patent/EP2379824B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable

Definitions

  • the present invention relates to a fixing anchor for fixing a facade to a building.
  • Fastening anchors are known and are fastened, for example via bolts on a concrete floor or a concrete floor, so that the building facade or its facade elements or panels or the like can be attached to a portion of the fastening anchor.
  • Befest Trentsariker is designed to take loads such as dead load on the facade, wind, snow, etc., and initiate into the building.
  • Usual wind load attachments consist essentially of a flat plate.
  • bomb-load fasteners which can temporarily induce very high loads in the structure, such as occur in an impact or an explosion.
  • the fastening anchor described in this patent comprises, as in FIG. 8
  • the block 14 may be secured by screws 16 to the prism 12 and has at a front side a dovetail groove 18 into which a dovetail prism 20 is inserted, which can be fixed by screws 22 is.
  • a crosspiece 24 is arranged, on which a facade element, such as a panel, can be fastened.
  • the fastening anchor is fastened to the building with bolts 36, wherein toothed washers 38 are also used in toothed slots 28, 30 of a base 26 of the U-shaped mounting anchor.
  • the U-shape of the fastening anchor with the base 26 and a pair of legs 27, which project perpendicularly from the base 26, can absorb high forces both in the tension and compression directions.
  • very high load peaks such as the occurrence of an impact or an explosion, can be recorded and introduced into the building without the fixing anchor deforming for a short time.
  • the DE 20 2007 004 060 U1 describes a building closure in blast-resistant design with at least two filling elements and arranged in a gap region between the filling elements frame element which encloses each of the two filling elements together with other frame elements.
  • WO 2007/105195 A1 discloses an energy absorbing member for wall openings and methods of using the same.
  • the energy absorbing member has a flat wall connection portion, a flat closure connection portion, and a plastically deformable deformation surface therebetween.
  • WO 2007/105 195 A1 contains all the technical features of the introductory part of the first claim.
  • the object of the invention is thus to provide a fastening anchor for preventing or minimizing damage to building components and / or facades.
  • a fixing anchor for facades, cladding, panels, etc. has at least one deformation section which experiences a predetermined plastic deformation under tensile and / or compressive loading.
  • the deformation section is designed or configured or configurable in such a way that a predetermined or specifiable plastic deformation of the deformation section occurs in the case of a specific or determinable or predetermined or predefinable load or force introduction.
  • a predetermined or specifiable or determinable energy is absorbed under load or force introduction into the fastening anchor by deforming the deformation section by a predetermined or specifiable amount.
  • the fastening anchor is connected by means of a base plate to the building, in particular rigid.
  • the façade is attached to a façade attachment to the fixing anchor.
  • the deforming portion is in a mounted on a building state on the side facing away from the building or facing the base plate, i. on the weather side or room side, arranged.
  • the deformation section is arranged between the base plate and the facade fastening.
  • the deformation section has a macroscopic elastic modulus E m and / or a macroscopic shear modulus G m , which is smaller than the macroscopic elasticity and / or shear modulus of the regions of the fastening anchor or the base plate or the facade fastening adjacent to the deformation section.
  • the microscopic elastic modulus E and / or the microscopic shear modulus G of the deformation section may be greater than the macroscopic elastic modulus Em and / or the macroscopic shear modulus Gm.
  • the microscopic elastic modulus E and / or the microscopic shear modulus G of the deformation section can be equal to the microscopic elasticity and / or shear modulus of the regions of the fastening anchor or the base plate or the facade fastening adjacent to the deformation section.
  • F corresponds to the applied force
  • A the cross-sectional area
  • ⁇ l the change in length
  • I the length.
  • ⁇ 1 / E m ⁇ ⁇ .
  • the size is therefore referred to as the macroscopic modulus of elasticity E m , because material distances from the deformation section or the base plate are also taken into account for the calculation for determining the macroscopic elastic modulus E m .
  • the microscopic elastic modulus E of the deformation section or the base plate is understood to be the material constant of the solid material from which the deformation section or the base plate is made.
  • the microscopic elasticity and / or shear modulus (E and / or G) can be within the fastening anchor be constant and at the same time vary the macroscopic elasticity and / or shear modulus (E m and / or G m ) within the attachment anchor.
  • the macroscopic modulus of elasticity and / or shear (E m and / or G m ) of the deformation section is smaller than the macroscopic modulus of elasticity and / or shear (E m and / or G m ) of the base plate and smaller than the microscopic elasticity modulus. and / or shear modulus (E and / or G) of the deformation section.
  • the fixing anchor may be formed such that the microscopic elasticity and / or shear modulus (E and / or G) of the deformation portion is smaller than the microscopic one.
  • Elasticity and / or shear modulus of the base plate or of the remaining fastening anchor This design can be achieved by changing the composition and / or structure of the material of the deformation section as opposed to the material of the attachment anchor adjacent to the deformation section.
  • the deformation section can consist in particular of a different material and / or the areas of the attachment anchor not belonging to the deformation section can be partially hardened.
  • a reduction of the macroscopic modulus of elasticity and / or shear of the deformation section can be achieved in particular by a different degree of sintering in the powder metallurgical production of the fastening anchor.
  • the deformation section has cross-sectional weakenings, recesses, depressions and / or deformation elements such as webs, rod-shaped elements, deformable layers between layered plates, etc.
  • the deformation section can be plastically deformed upon application of a predetermined force or tension.
  • the deformation portion upon application of a predetermined force or voltage is predetermined plastically deformable, while the surrounding deformation portion of the fastening anchor or the base plate by the application of the predetermined force or voltage is only elastically deformable, since the elastic limit of the material is not is exceeded.
  • the plastic deformation of the deformation section leads to absorption of the energy introduced by the application of force into the fastening anchor, wherein preferably the deformation section is solidified by the plastic deformation.
  • the building construction in particular the fastening point of the fastening anchor, ie the base plate, with the building construction, relieved by the amount of energy absorbed by the deformation section and can therefore be made weaker.
  • the elastically deformed regions of the fastening anchor essentially return to their original shape, while the deformation section remains deformed in a predeterminable or predetermined manner.
  • the fastening anchor according to the invention for the arrangement of facade parts on a building advantageously by means of the deformation portion, which is deformed by a predeterminable amount at a predeterminable application of a mechanical stress in a predeterminable manner, causes a lower mechanical load on the supporting building structure, as the energy introduced into the fastening anchor is partially, in particular for the most part, converted into deformation energy for deformation of the deformation section, and thereby the energy introduced into the building structure is smaller than the energy introduced into the fastening anchor.
  • the deformation portion has a plurality of ridges separated by recesses or depressions or cross-sectional reductions.
  • the deformation portion can be manufactured in a simple and inexpensive manner.
  • a desired deformation behavior i. absorbed or absorbed work, deformation path, deformation direction, etc. by arrangement, number, cross section, etc. of the webs, recesses, depressions or cross-sectional reductions can be achieved.
  • At least one first web is configured to be both at Compressive load as well as tensile load to act and at least a second web to act only under pressure or only with tensile load, ie the first web deforms both under pressure and tensile load, while the second web is deformed only in a loading direction and in the other direction receives essentially no force.
  • webs and recesses are formed by bores in the deformation portion, so that the holes correspond to the recesses and the remaining material between adjacent holes form the webs.
  • the attachment anchor has at least one intermediate member, which is preferably designed as substantially perpendicular to the webs beam portion and forms a connection of the webs with a base plate and wherein at least one web is fixedly connected to the intermediate member and at least one other web relative to the intermediate member is slidably disposed in one direction and abuts in the opposite direction to a stop element, wherein the stop element is preferably arranged on the intermediate member.
  • a pair of intermediate links is preferably arranged as bar-shaped components on opposite sides of the webs.
  • the stop element has a slope, which runs onto a displaceable web during the deformation. In this way, an introduced into the displaceable web force increases with increasing deformation, so that the web receives a continuously increasing load.
  • a base plate of the fastening anchor via rod-shaped elements or pins or bolts with at least one, preferably a pair of anchor plate (s) is connected, wherein the rod-shaped elements are plastically deformable.
  • the rod-shaped elements form a deformation section that can be combined with webs to provide two deformation sections.
  • the rod-shaped elements can also be arranged without the provision of webs, if only a deformation section is to be formed.
  • a desired deformation behavior of the deformation section can be achieved by the number and type of deformation elements (webs and / or rod-shaped elements) and their configuration.
  • an intermediate layer in an intermediate space between the base plate and anchor plate (s) is arranged, which has metal and / or plastic.
  • This intermediate layer can absorb further deformation forces, if, due to the introduction of force into the base plate, this shifts relative to the anchor plate (s).
  • a fixing anchor 100 has a base 110 which is to be connected to a concrete floor or a concrete floor, a concrete column or the like by means of screws, bolts or the like (not shown).
  • the fastening anchor 100 has a facade attachment 130, to which an outer facade, a panel or the like can be fastened.
  • the base plate 100 may have simple bores, or preferably elongated holes, which are preferably serrated to locate toothed washers in these slots and to connect the washers to a concrete component of the building via screws, bolts, or the like.
  • a through hole of the washer is preferably arranged eccentrically to obtain by turning the washer by 90 degrees or 180 degrees, a further fine adjustment.
  • this attachment of the base plate 110 is based on the patent DE 3 723 755 C2 Reference is made, the disclosure of which with respect to the washers with the eccentric bore and the toothing of the washer in engagement with the toothed slots herein incorporated by reference.
  • the base plate 110 is not connected via a rigid or rigid portion or body with the facade attachment 130, but via a deformation portion 120, the load under a tensile and / or pressure direction a predetermined plastic Undergoes deformation to absorb energy.
  • the fastening anchor is rigid or elastically deformable only up to a load at the level of the wind load and deforms plastically or permanently at higher load values.
  • the deformation section can also be set to other values than the wind load specified here.
  • the values for compressive and tensile loading may be different if in one direction all the deformation elements (explained below) and in the other direction only predetermined deformation elements act, i. by, for example, one-sided and two-sided webs are arranged.
  • the deformation portion may, for example, as in FIG. 1 is shown having one or more double-acting webs 122 and one or more unilaterally acting webs (not shown) as a deformation element (s) which bend / bend under load by the distance between the base plate 110 and the facade attachment 130th to enlarge or reduce.
  • a (not shown) post of the facade may be appropriate.
  • the deformation work for bending the at least one land 122 absorbs the energy under load, the attachment anchor 100.
  • stresses on the building and / or the facade can be minimized.
  • An example calculation has shown that the transverse forces, for example in the posts in the region of the fastening anchor 100 of 330 kN in the case of a fastening anchor according to the prior art can be minimized to about 200 kN in the case of a fastening anchor according to the invention.
  • Minimizing the bearing load can thus prevent or minimize damage to the building.
  • smaller fasteners, dowels, so-called Halfen rails, steel components, etc. can be used to save costs and labor during mounting.
  • the fastening anchor 100 can be installed or cast in its own right or integrated into a steel component directly into the concrete or concrete lake. Another possibility is to provide the fastening anchor integrally or integrally as part of a post, frame support or the like.
  • the attachment anchor 100 preferably has a plurality of ridges 122, for example, a pair of three ridges 122 disposed on opposite sides of the facestock attachment 130 and providing a connection between the facestock attachment 130 and an intermediate member 126.
  • This intermediate member 126 is preferably a beam-shaped element and in turn provides a connection of the webs 122 with the base plate 110.
  • the webs 122 are arranged substantially transversely to a force introduction direction K or a direction L opposite thereto.
  • bending of the lands 122 occurs when the facade fixture 130 is loaded in the K or L direction.
  • the fastening anchor 100 can be made in a simple and inexpensive manner from a substantially flat plate, such as steel, by recesses or openings or depressions or cross-sectional weakenings 124 are formed by punching, sawing, forging, milling or the like to the webs 122 to build.
  • the webs 122 act in the direction K and in the direction L in substantially the same manner, ie, substantially the same work of deformation is required to bend the webs 122.
  • substantially the same energy is absorbed as in a tensile load in the direction L.
  • At least one ridge 123 is configured as a single-acting ridge (second ridge), which acts only upon initiation of the force in one direction FIG. 2 bent at initiation in the printing direction K, while the web 123 in the opposite direction (direction L in Fig. 2 ) is freely movable or displaceable, in order to take in this direction L no force or energy absorb.
  • the web 123 bends only in compression in the direction K by the web 123 abuts against a stop element 128.
  • the fastening anchor is loaded in the opposite pulling direction L, the web 123 can move freely in order to absorb no force.
  • the mounting anchor 110 may be configured to have a predetermined energy absorption in the pulling direction, which is different from an energy absorption in the printing direction.
  • the fastening anchor 100 (although not shown here) can also be configured so that, conversely, the energy absorption in the pulling direction is greater than in the compression direction when the stopper member 128 on the opposite side of the single-acting web 123 is arranged.
  • the stopper member 128 may also have a bevel 128a, on which the single-acting web 123 runs.
  • a force introduced into the land 123 in the deformation of the fixing anchor 100 continuously increases.
  • the single-acting web 123 abut on one side on a flat side of a stop member 128 and abut on the opposite side against a slope 128 a of the stopper member 128 and engage with the slope 128.
  • the stop member 128 may (although not shown here) also be provided on both sides with a slope 128a. In addition, the stopper member 128 may also have two flat sides to cause a direct abutment of the web 123.
  • Fig. 4 shows a further comparative example, in which the recesses 124 are formed by bores.
  • the bore edges between adjacent holes 124 serve as (two-sided acting) webs 122. It is understood that (although it is here not shown) the holes with the slot-shaped recesses 124 of the first to third embodiment of the FIGS. 1 to 3 can be combined and (not shown) unilaterally acting webs 123 can be arranged.
  • webs 122 and one-way webs 123 may be connected through any slots 124 in any number and arrangement, as shown in FIG Fig. 5 is exemplified.
  • Fig. 6 shows a further comparative example of a deformation section 120.
  • An anchor plate 140 is attached to the building component and the base plate 110 is connected to the anchor plate 140 via rod-shaped members 132.
  • the rod-shaped members 132 may bend to absorb energy.
  • a plurality of rod-shaped elements 132 is arranged.
  • a pair of anchor plates 140, 140 are provided and the base plate 110 is sandwiched between the pair of anchor plates 140, 140, wherein the rod-shaped elements 132 connect the anchor plates 140, 140 to the base plate 110.
  • the pair of anchor plates 140, 140 is preferably connected to each other via one or more connecting members 146 by the / the connecting members 146 is preferably connected via welds 144 with the anchor plates 140, 140.
  • it can also be any other type of connection in the form of screws, bolts, gluing, rivets, etc. are used.
  • Another possibility for energy absorption is to fill a gap between the anchor plates 140, 140 and the base plate 110 with an intermediate layer 150, which may be metallic, non-metallic or elastic, for example of a resin plastic or the like.
  • This intermediate layer 150 can thus absorb further energy. It is also conceivable to dispense with placing the intermediate layer 150 on the vertical rod-shaped elements 132.
  • the in Fig. 6 shown deformation section with the rod-shaped elements 132nd and / or the intermediate layer 150 may instead of in the Figs. 1 to 5 shown deforming portion 120 may be formed with the webs 122, 123 or in addition to the deformation portion 120, depending on the application.
  • Fig. 7 shows a comparative example with two concentric tubes 210, 220, which are pushed into each other and at one end by welding, crimping, screwing, riveting, etc. firmly connected together.
  • the inner tube 220 has the deformation portion 120 with the recesses 124 and two-sided webs 122 and the unilaterally acting webs 123 (not shown). Under compressive load, the inner tube 220 pushes into the outer tube 210, and under tensile load, it is pulled out to deform the deformation portion 120, respectively.
  • the inner tube 220 can preferably be produced by rolling.
  • the inner tube 220 has the in the Figures 2 and 3 shown deforming portion 120 with the two-sided webs 122 and the unilaterally acting webs 123, however, the deformation portion 120 is rolled up to a tube 220.
  • the pressure rod of the comparative example is preferably installed over the four connection points of the outer tube 210 in a cable system.
  • a glass pane can be received via a so-called spider.
  • the fastening anchor may also be formed integrally with a support post or frame element of a building.
  • a single anchor may be cast into a concrete pavement.
  • the webs and rod-shaped elements are not on the embodiments shown here but may have any other shape to achieve a particular absorption or absorption or damping.
  • the slots for forming the recesses 124 may not always be longitudinal slots, but may be any other shape such as triangular, oval, sawtooth, wavy, meander, etc.
  • holes to form the recesses 124 do not all have the same diameter, but may be different.
  • the holes do not have to be circular, but may also be oval, oblong or the like.
  • the slope 128a need not be a straight line, but may also be curved or curved or serrated, wavy or the like.
  • the webs 122, 123 need not have a rectangular cross-sectional shape, as shown in the embodiments, but may also have an oval round or any other cross-sectional shape. Such a deformation behavior or an energy absorption can be achieved arbitrarily.
  • any filler materials can be introduced into the slots or holes or recesses or depressions or cross-sectional weakenings, in order to achieve additional damping or weakening of the bearing loads.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (6)

  1. Ancre de fixation (100) pour façades avec au moins une section de déformation (120) qui subit une déformation plastique prédéfinie en cas de sollicitation en traction et/ou en pression, dans laquelle la section de déformation (120) présente une pluralité de montants (122, 123) séparés les uns des autres par des évidements (124), dans laquelle au moins un premier montant (122) est configuré pour agir aussi bien en cas de sollicitation en pression qu'en cas de sollicitation en traction,
    caractérisée en ce que
    au moins un second montant (123) est configuré pour agir uniquement en cas de sollicitation en pression ou uniquement en cas de sollicitation en traction, en ce que le second montant (123) est mobile ou coulissant dans une direction.
  2. Ancre de fixation selon la revendication 1, dans laquelle des montants (122, 123) et évidements (124) sont formés par des alésages dans la section de déformation (120).
  3. Ancre de fixation selon une des revendications précédentes 1 ou 2, dans laquelle au moins un élément intermédiaire (126) est disposé pour la connexion des montants (122, 123) à une plaque de base (110), au moins un montant (122) est relié de manière fixe à l'élément intermédiaire (126), et au moins un autre montant (123) est disposé de manière coulissante dans une direction par rapport à l'élément intermédiaire (126) et bute contre un élément de butée (128) dans la direction opposée, dans laquelle l'élément de butée (128) est de préférence disposé sur l'élément intermédiaire (126).
  4. Ancre de fixation selon la revendication 3, dans laquelle l'élément de butée (128) présente un biseau (128a) sur lequel un montant coulissant (123) s'accroche lors de la déformation.
  5. Ancre de fixation selon une ou plusieurs des revendications précédentes, présentant en outre une plaque de base (110) et au moins une, de préférence une paire de plaque(s) d'ancrage (140), dans laquelle la plaque de base (110) de l'ancre de fixation est reliée par le biais d'éléments en forme de barre (132) à l'au moins une plaque d'ancrage (140) et les éléments en forme de barre (132) sont déformables de manière plastique.
  6. Ancre de fixation selon la revendication 5, dans laquelle une couche intermédiaire (150) est disposée dans un espace intermédiaire entre plaque de base (110) et plaque d'ancrage (140), laquelle présente du métal et/ou du plastique.
EP10703616.2A 2009-01-21 2010-01-20 Ancre de fixation destinée à la fixation d'une façade Not-in-force EP2379824B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200910005456 DE102009005456B4 (de) 2009-01-21 2009-01-21 Befestigungsanker zum Befestigen einer Fassade an einem Gebäude
PCT/EP2010/000334 WO2010083998A2 (fr) 2009-01-21 2010-01-20 Ancre de fixation destinée à la fixation d'une façade

Publications (2)

Publication Number Publication Date
EP2379824A2 EP2379824A2 (fr) 2011-10-26
EP2379824B1 true EP2379824B1 (fr) 2016-03-30

Family

ID=42282478

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10703616.2A Not-in-force EP2379824B1 (fr) 2009-01-21 2010-01-20 Ancre de fixation destinée à la fixation d'une façade

Country Status (3)

Country Link
EP (1) EP2379824B1 (fr)
DE (1) DE102009005456B4 (fr)
WO (1) WO2010083998A2 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202013104418U1 (de) 2012-10-17 2013-10-16 Josef Gartner Gmbh Fassadenkonsole sowie Fassadenkonstruktion

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3649430A (en) * 1965-10-21 1972-03-14 American Cyanamid Co Vibration damping laminates
DE3723755A1 (de) 1987-03-13 1988-11-03 Gartner & Co J Vorrichtung zur befestigung von fassadenelementen
DE29509726U1 (de) * 1995-06-14 1996-10-17 Ejot Verbindungstech Gmbh & Co Nietanker
DE19646668A1 (de) * 1996-11-12 1998-05-14 Sfs Ind Holding Ag In ein Sackloch einsetzbares Befestigungselement
DE19831025C1 (de) 1998-07-10 2000-12-14 Gartner & Co J Seilspannglied
DE19831026B4 (de) 1998-07-10 2005-09-01 Josef Gartner Gmbh Tragende Seilkonstruktion
FR2847310B1 (fr) * 2002-11-18 2008-12-05 Saint Gobain Inserts destines a equiper des plaques, notamment en verre, en vue de leur fixation et les plaques ainsi equipees
IL174280A (en) * 2006-03-13 2010-11-30 Arpal Aluminum Ltd Energy absorbing element for wall openings and method of use therefor
DE202007004060U1 (de) 2007-03-15 2007-05-24 Sälzer Sicherheitstechnik GmbH Gebäudeabschluss in sprengwirkungshemmender Ausführung

Also Published As

Publication number Publication date
EP2379824A2 (fr) 2011-10-26
WO2010083998A2 (fr) 2010-07-29
WO2010083998A3 (fr) 2010-10-21
DE102009005456A1 (de) 2010-07-29
DE102009005456B4 (de) 2011-02-24

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