SIST EN 17146:2019
(Main)Determination of the strength of infill supports - Test method and requirements
Determination of the strength of infill supports - Test method and requirements
This European Standard specifies test methods for the determination of bearing capacity (ultimate limit state and serviceability limit state) of infill support which cannot be calculated in accordance with current codes or conventional calculations based upon the strength of the materials.
Mechanical performances of the infill support are already assessed while testing the glazed product or infill in regards to safety in use. Additional information with respect to mechanical performance of the infill support and direct applications can be determined with this standard.
Bestimmung der Festigkeit von Auflagern für Ausfachungen - Prüfverfahren und Anforderungen
Diese Europäische Norm legt Prüfverfahren zur Bestimmung der Tragfähigkeit (Grenzzustand der Tragfä-higkeit und Grenzzustand der Gebrauchstauglichkeit) von Auflagern für Ausfachungen fest, die nicht nach geltenden Codes oder herkömmlichen Berechnungen, die auf der Festigkeit der Werkstoffe basieren, berechnet werden können.
Die mechanischen Leistungen des Auflagers für Ausfachungen werden bereits während der Prüfung des verglasten Produkts oder der Ausfachung bezüglich der Gebrauchssicherheit bewertet. Zusätzliche Angaben zur mechanischen Leistung des Auflagers für Ausfachungen und zu den direkten Anwendungsbereichen können nach dieser Norm bestimmt werden.
Détermination de la résistance des supports de vitrage (panneaux de remplissage) - Méthode d'essai et exigences
La présente Norme européenne spécifie des méthodes d'essai pour la détermination de la capacité
portante (état limite ultime et état limite de service) d'un support de remplissage, qui ne peut pas être
calculée selon les codes actuels ou les calculs conventionnels reposant sur la résistance du matériau.
Les performances mécaniques du support de remplissage sont déjà évaluées lors de l'essai de la paroi
vitrée ou du panneau de remplissage eu égard à la sécurité d'utilisation. Des informations
supplémentaires relatives aux performances mécaniques du support de remplissage et à ses applications
directes peuvent être déterminées sur la base de la présente norme.
Ugotavljanje trdnosti podpore polnil - Preskusne metode in zahteve
Ta evropski standard določa preskusno metodo za ugotavljanje obremenitvene zmogljivosti (končno mejno stanje in uporabnostno mejno stanje) podpore polnil, ki je ni mogoče izračunati v skladu z veljavnim kodeksom ali konvencionalnim izračunom na podlagi trdnosti materialov.
Mehanska zmogljivost podpore polnil je ocenjena že med preskušanjem zastekljenih izdelkov ali polnil v povezavi z varnostjo uporabe. S tem standardom je mogoče določiti dodatne informacije glede mehanske zmogljivosti podpore polnil in neposredne uporabe.
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Ugotavljanje trdnosti podpore polnil - Preskusne metode in zahteveBestimmung der Festigkeit von Auflagern für Ausfachungen - Prüfverfahren und AnforderungenDétermination de la résistance des supports de vitrage (panneaux de remplissage) - Méthode d'essai et exigencesDetermination of the strength of infill supports - Test method and requirements91.060.10Stene. Predelne stene. FasadeWalls. Partitions. FacadesICS:Ta slovenski standard je istoveten z:EN 17146:2018SIST EN 17146:2019en,fr,de01-marec-2019SIST EN 17146:2019SLOVENSKI
STANDARD
SIST EN 17146:2019
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 17146
December
t r s z ICS
{ sä r x rä s r English Version
Determination of the strength of infill supports æ Test method and requirements Détermination de la résistance des supports de vitrage exigences
Bestimmung der Festigkeit von Auflagern für Ausfachungen æ Prüfverfahren und Anforderungen This European Standard was approved by CEN on
w November
t r s zä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
9
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s y s v xã t r s z ESIST EN 17146:2019
EN 17146:2018 (E) 2 Contents Page European foreword . 3 1 Scope . 4 2 Normative references . 4 3 Terms and definitions . 4 4 Symbols . 5 5 Method of evaluation . 7 5.1 General . 7 5.2 Samples . 7 5.3 Loadings. 9 5.3.1 General . 9 5.3.2 Creep test for the infill support . 10 6 Test report . 11 Annex A (informative)
Determination of the design load of an infill support – Serviceability limit state . 12 Annex B (normative)
Determination of the design loading of an infill support - Ultimate limit state . 16 Annex C (informative)
Determination of the design loading of a cruciform infill support
Serviceability limit state . 17 C.1 Analyse of the loadings . 17 C.2 Characterization of the bearing capacity of the cruciform infill support at SLS . 19 Annex D (informative)
Determination of the design loading of a cruciform infill support
Ultimate limit state . 23 D.1 General . 23 D.2 Analyse of the loadings . 23 Bibliography . 24 SIST EN 17146:2019
EN 17146:2018 (E) 3 European foreword This document (EN 17146:2018) has been prepared by Technical Committee CEN/TC 33 “Doors, windows, shutters, building hardware and curtain walling”, the secretariat of which is held by AFNOR. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 2019, and conflicting national standards shall be withdrawn at the latest by June 2019. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights. This standard has been developed by CEN/TC 33/WG 6 Curtain walling for the purpose of curtain walling systems, but can be used also for similar constructions and fenestration products. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 17146:2019
EN 17146:2018 (E) 4 1 Scope This document specifies test methods for the determination of the bearing capacity (ultimate limit state and serviceability limit state) of infill support which cannot be calculated in accordance with current codes or conventional calculations based upon the strength of the materials or to compare the calculation when necessary. Three different types of infill (glass) supports are dealt in this standard: — The cantilever infill (glass) supports, see Figure 1 (a); — The cruciform infill (glass) supports only fixed to the mullion, see Figure 1 (b); — Corner infill (glass) supports only fixed to the mullion, see Figure 1 (c). The test method is intended for the assessment of cantilever infill (glass) supports that have not been tested according to EN 16758 (see Figure 9). The results of the test method can only be interpreted when incorporated with the results from a test in accordance with EN 16758. It is essential that cruciform and corner infill (glass) supports only fixed to the mullion are tested in accordance with this standard. The infill (glass) supports connected to the mullion and the transom together are considered as a part of sheared connection and are covered by EN 16758. Where the mechanical performances of the infill (glass) support is already assessed in accordance with the provisions described in EN 13830, additional information with respect to mechanical performance of the infill (glass) support and direct applications can be determined with this standard. 2 Normative references The following documents are referred to in the text in such a way that some or all of their content constitutes requirements of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 12519, Windows and pedestrian doors — Terminology EN 13119, Curtain walling — Terminology 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 12519 and EN 13119 and the following apply. ISO and IEC maintain terminological databases for use in standardization at the following addresses: — IEC Electropedia: available at http://www.electropedia.org/ — ISO Online browsing platform: available at http://www.iso.org/obp 3.1 infill (glass) support device designed to transfer the dead load of the infill to the framing members SIST EN 17146:2019
EN 17146:2018 (E) 5 4 Symbols For the purposes of this document, the following symbols apply.
Ãv,c Vertical deformation after creep test [mm]
Ãv,i Initial vertical deformation [mm] cw: Elasticity constant [N/mm2] d thickness of the internal infill gasket D deformation [mm] DT transducer e
and the transom, and the vertical plane containing the centre of gravity of the infill the manufacturer is willing to use F force [N] Fave,ela the maximum average elastic force corresponding to the maximum deformation of the elastic part of the graph (forces F, deformation )[N] fave,ela average of deflection infill support [mm] Fdes,l sx left design force for symmetrical loading with a deformation limited to a “x” value Fdes,l ux left design force for unsymmetrical loading with a deformation limited to a “x” value Fdes,r,sx Right design force for symmetrical loading with a deformation limited to a “x” value Fdes,r,ux Right design force for unsymmetrical loading with a deformation limited to a “x” value Fdes,s Design force at the service limit state Fdes,ss Design force in service limit state for symmetrical loading Fdes,su Design force in service limit state for unsymmetrical loading Fdes,u Ultimate limit state design force Fmax,s The maximum average elastic force for series of test Fmax,u5 Characteristic force resulting from de recorded forces at break of a considered set of samples Fs,ave average forces from de recorded forces of a considered set of samples during a symmetric loading Fu5 the characteristic force giving 75 % confidence that 95 % of the test results will be higher than this value [N] Fv Vertical force Fv,des design vertical long term load [N] Fv,l Vertical force applied at the left part of a cruciform infill support Fv,l,s Vertical force applied at the left part of a cruciform infill support corresponding to the elastic deformation limit of the infill support SIST EN 17146:2019
EN 17146:2018 (E) 6 Fv,l,u Vertical force applied at the left part of a cruciform infill support during a unsymmetrical loading Fv,r Vertical force applied at the right part of a cruciform infill support Fv,r,s Vertical force applied at the right part of a cruciform infill support corresponding to the elastic deformation limit of the infill support Fv,r,u Vertical force applied at the right part of a cruciform infill support during a unsymmetrical loading g distance between the edge of the infill and edge of the setting block HT high temperature ht total height of the cruciform infill support i distance between the longitudinal axis of the mullion and the setting block k length of the setting block for the cruciform infill support L length of the setting block for the cantilever infill support l length of the horizontal flange of the cruciform/corner infill support ll length of the horizontal left flange of the cruciform/corner infill support Lr length of the horizontal right flange of the cruciform/corner infill support o thickness of the setting block p maximum thickness of the infill panel, also measurement reference point for the infill support deflection. R sample length of the cantilever infill support frame profile R linear regression coefficient s the standard deviation of the series under consideration t maximum thickness of the infill TC Temperature category w deflection glass support
the contact area of the internal infill gasket and the frame profile (mullion or transom) u partial factor for the infill support applicable to rupture max,s Maximum elastic deformation resulting from the analyse of the curves recorded during the symmetric loading ß statistical eccentricity of 5 % with 75 % confidence Subscript
l left r right SIST EN 17146:2019
EN 17146:2018 (E) 7 5 Method of evaluation 5.1 General Infill (glass) supports are subjected to permanent loads. These accessories shall transfer the loads in such way that the serviceability of the work in which they are applied is preserved. 5.2 Samples The samples shall be representative of the design with which the infill (glass) support transfers the permanent load to the frame profile. The supports of the samples shall restrain vertical and rotational movements of the frame profile. Principles of typical test configurations are shown in Figure 1 for the cantilever infill support, the corner infill support, the cruciform infill support, but different configurations may be used depending on product’s technology. The infill (glass) support frame is to be blocked against rotation in order to minimize the influence of the frame on the glass support.
a) Cantilever infill (glass) support
b) Corner infill (glass) support SIST EN 17146:2019
EN 17146:2018 (E) 8
c) Cruciform infill support Key
sample restraints
I infill support stiffener
II infill support flange
A infill (glass) support
B frame profile (mullion)
C infill (glass)
Figure 1 —Schematic examples of application of vertical load (Fv) Vertical load (Fv) should be applied to the glass support in the way the permanent vertical load is applied in practice. In case the infill is an insulating glass unit, to establish the serviceability limit state (Annex A), in absence of evidence from the glass manufacturer or the system designer, it is advised to limit the deformation of the glass support in order to obtain a maximum displacement of 1 mm between two consecutive glass panes and the distance “g” should not be less than 25 mm. The samples are built according to Figure 1 for which the following apply:
For the cantilever infill support — p: maximum thickness of the infill panel, also measurement reference points for the infill support deflection; — the length of the frame profile “r” should not be less than the length of the glass support “L” + 20mm. — the transducers DT1, DT2 are normally placed at the orthogonal projection of the end of the width of setting blocks. SIST EN 17146:2019
EN 17146:2018 (E) 9
For the corner/cruciform infill support — “i”, the maximum distance between the longitudinal axis of the mullion and the infill setting block; — “k”, the maximum length of the setting block; — the total height of the mullion of the sample is not less than height of the cruciform ht + 2 x 25mm; — the transducers DT2, DT4 are normally placed at the projected ends of the setting blocks except if contact between the extremity of the horizontal flange of the glass support and the infill is can be expected during the test. In the case, the transducers DT2, DT4 shall be placed at extremity of the flange(s) l, ll, and lr; — the transducer DT1, DT3 are normally placed at the projected ends of the nearest of the mullion setting blocks extremity. 5.3 Loadings 5.3.1 General 5.3.1.1 Preload
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