SIST EN 1628:2012
(Main)Pedestrian doorsets, windows, curtain walling, grilles and shutters - Burglar resistance - Test method for the determination of resistance under static loading
Pedestrian doorsets, windows, curtain walling, grilles and shutters - Burglar resistance - Test method for the determination of resistance under static loading
This European Standard specifies a test method for the determination of resistance to static loading in order to assess the burglar resistant properties of pedestrian door sets, windows, curtain walling, grilles and shutters. It is applicable to the following means of opening: Turning, tilting, folding, turn-tilting, top or bottom hung, sliding (horizontally and vertically) and rolling as well as fixed constructions.
This European Standard does not apply to doors, gates and barriers, intended for installation in areas in the reach of persons, and for which the main intended uses are giving safe access for goods and vehicles accompanied or driven by persons in industrial, commercial or residential premises, as covered by EN 13241-1.
Einbruchhemmende Bauprodukte (nicht für Betonfertigteile) - Prüfverfahren für die Ermittlung der Widerstandsfähigkeit unter statischer Belastung
Diese Europäische Norm legt ein Prüfverfahren zur Ermittlung der Widerstandsfähigkeit unter statischer Belastung fest, um die einbruchhemmenden Eigenschaften von Türelementen, Fenstern, Vorhangfassaden, Schutzgittern und Abschlüssen zu bewerten. Sie gilt für die folgenden Öffnungsarten: Drehen, Kippen, Falten, Dreh-Kippen, Schwingen, Schieben (horizontal und vertikal) und Rollen sowie für nicht öffenbare Konstruk-tionen.
Diese Europäische Norm gilt nicht für Türen, Tore und Schranken, die für den Einbau in Zugangsbereichen von Personen vorgesehen sind und deren hauptsächlich vorgesehene Verwendung darin besteht, eine sichere Zufahrt für Waren und Fahrzeuge, begleitet oder geführt (gesteuert) von Personen, in industriellen, gewerblichen oder Wohnbereichen zu ermöglichen, was in EN 13241 1 behandelt wird.
Produits de construction résistants à l'effraction (sauf éléments en béton préfabriqué) - Méthode d'essai pour la détermination de la résistance à la charge statique
La présente Norme européenne définit une méthode d’essai pour déterminer la résistance à la charge statique dans le but d’évaluer les caractéristiques de résistance à l’effraction des portes piétonnes, bloc portes, fenêtres, façades et fermetures. Elle s’applique aux constructions fixes et aux systèmes d’ouverture suivants : battant, oscillant, pliant, oscillo-battant, à gonds haut ou bas, coulissant (horizontalement et verticalement) et à enroulement.
Les performances de résistance à l’effraction d’un produit de construction se caractérisent par deux aspects : la résistance à un forçage et la capacité à rester fixé au bâtiment. En raison des limites de reproductibilité des méthodes de fixation et de construction des bâtiments dans un laboratoire, cet aspect n’est pas complètement traité par la présente norme. Cela s’applique particulièrement aux produits intégrés à la structure d’un bâtiment. Les performances de la partie fixe du produit sont évaluées à l’aide d’un précadre normalisé. Il incombe au fabricant de garantir que les instructions de montage contiennent des informations sur la fixation du produit et que celles-ci sont appropriées à la classe de résistance à l’effraction déclarée pour le produit. Comme avec les autres normes référencées, cette spécification utilise un précadre normalisé et le produit est monté selon les instructions du fabricant. La méthode de fixation doit être considérée telle que décrite à l’Annexe A de l’EN 1627. Cette méthode d’essai n’évalue pas les performances de la fixation au bâtiment.
La présente Norme européenne ne s’applique pas aux portes, portails et barrières, destinés à être installés dans des zones accessibles aux personnes et dont l’utilisation principale prévue est de permettre l’accès des marchandises et des véhicules accompagnés ou conduits par des personnes, en toute sécurité, dans des locaux industriels et commerciaux ou des garages dans les zones d’habitation, tel que traité par l’EN 13241-1.
Okna, vrata in polkna - Protivlomna odpornost - Preskusna metoda za ugotavljanje odpornosti proti statičnim obremenitvam
Ta evropski standard določa preskusno metodo za ugotavljanje odpornosti proti statičnim obremenitvam, da se ocenijo značilnosti protivlomne odpornosti oken, vrat in polken. Velja za naslednje načine odpiranja: obračanje, nagibanje, zlaganje, obračanje-nagibanje, obešanje na vrhu ali na dnu, drsenje (vodoravno ali navpično) in zvijanje ter pritrjevanje konstrukcije. Ta evropski standard ne velja za vrata, garažna vrata in pregrade, namenjene vgradnji na območjih, ki so v dosegu oseb in katerih glavni namen je zagotavljati varen dostop do dobrin ali vozil, ki jih spremljajo ali vozijo osebe v industrijska, gospodarska ali stanovanjska poslopja, zajeta v EN 13241-1.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Einbruchhemmende Bauprodukte (nicht für Betonfertigteile) - Prüfverfahren für die Ermittlung der Widerstandsfähigkeit unter statischer BelastungProduits de construction résistants à l'effraction (sauf éléments en béton préfabriqué) - Méthode d'essai pour la détermination de la résistance à la charge statiquePedestrian doorsets, windows, curtain walling, grilles and shutters - Burglar resistance - Test method for the determination of resistance under static loading91.060.50Vrata in oknaDoors and windows13.310Varstvo pred kriminalomProtection against crimeICS:Ta slovenski standard je istoveten z:EN 1628:2011SIST EN 1628:2012en,fr,de01-januar-2012SIST EN 1628:2012SLOVENSKI
STANDARDSIST ENV 1628:20001DGRPHãþD
SIST EN 1628:2012
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1628
May 2011 ICS 13.310; 91.060.50 Supersedes ENV 1628:1999English Version
Pedestrian doorsets, windows, curtain walling, grilles and shutters - Burglar resistance - Test method for the determination of resistance under static loading
Blocs-portes pour piétons, fenêtres, façades rideaux, grilles et fermetures - Résistance à l'effraction - Méthode d'essai pour la détermination de la résistance à la charge statique Türen, Fenster, Vorhangfassaden, Gitterelemente und Abschlüsse - Einbruchhemmung - Prüfverfahren für die Ermittlung der Widerstandsfähigkeit unter statischer Belastung This European Standard was approved by CEN on 2 December 2010.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1628:2011: ESIST EN 1628:2012
EN 1628:2011 (E) 2 Contents Page Foreword . 41Scope. 52Normative references . 53Definitions . 54Apparatus . 64.1Test rig . 64.2Load applicators . 64.3Hooks . 64.4Straps . 64.5Pressure pads . 74.6Measuring equipment . 74.7Sub-frame . 74.8Tolerances . 75Test specimen . 85.1General . 85.2Preparation and examination of the test specimen . 86Procedure . 96.1Test room climate . 96.2General . 96.3Testing of group 1 and group 2 construction products . 96.3.1Loading points for group 1 and group 2 products . 96.3.2Test procedure for the infill medium retention system (product groups 1 and 2) . 106.3.3Test procedure for the leaf (product group 1, burglar resistance class 1) . 106.3.4Test procedure for the leaf (product group 1, burglar resistance classes 2 and higher) . 116.3.5Test procedure for the leaf (product group 2, burglar resistance class 1) . 116.3.6Test procedure for the leaf (product group 2, burglar resistance classes 2 and higher) . 116.4Expression of results for product groups 1 and 2 . 116.5Testing of group 3 construction products . 126.5.1Loading points . 126.5.2Loading direction . 126.5.3Loading and measurement procedure . 126.5.4Expression of results. 136.6Testing of group 4 construction products . 146.6.1General . 146.6.2Resistance of moving element . 146.6.3Resistance of other loading points . 146.6.4Expression of results. 147Test report . 14Annex A (normative)
Test Equipment . 16A.1Examples for loading points F1 and F3 . 16A.2Example of test rig . 18A.3Examples for pressure pads for door sets, windows and shutters . 19A.4Examples for pressure pads for door sets, windows and shutters in places where it is necessary to bridge any item of furniture or a lock . 19A.5Examples for pressure pads for roller shutters . 20A.6Examples for pressure pads for roller shutters – separate test for guide rails . 20SIST EN 1628:2012
EN 1628:2011 (E) 3 A.7Examples for pressure pads for grilles . 21A.8Examples of loading equipment for sliding doors, double leaf sliding doors, sliding windows and shutters . 22A.9Examples for hooks . 23A.10Gap gauges . 24A.11Examples of mounting arrangements for door sets . 25A.12Examples of mounting arrangements for windows . 27A.13Examples of mounting arrangements for wing and folding shutters . 28A.14Examples of mounting arrangements for guide rails and roller shutters into the test rig . 31A.15Examples of mounting arrangements for grilles into in the test rig . 34A.16Loading points on door sets (load F3 and F2) in resistance class 1 to 6 . 36A.17Loading points on door sets (load F3) in resistance class 1 to 6 . 38A.18Loading points on door sets (load F1 and F3) in resistance class 1 to 6 . 40A.19Loading points on door sets (load F3) in resistance class 1 to 6 . 41A.20Loading points on door sets (load F3 and F3.a) in resistance class 1 . 42A.21Additional loading points on door sets (load F3.a and F3) in resistance class 1 . 43A.22Additional loading points on door sets (load F3, F3.a and F2) in resistance class 1 . 45A.23Loading points on windows (loads F1 and F3) in resistance class 1 to 6 . 46A.24Additional loading points on windows (load F3.a and F3) in resistance class 1 . 47A.25Additional loading points on double hinged windows . 48A.26Additional loading points on windows (load F3.a) in resistance class 1 . 49A.27Additional loading points on windows (load F3.a and F3) in resistance class 1 . 50A.28Loading points on windows (loads F1 and F3) in resistance class 1 to 6 . 51A.29Loading points on a single leaf shutter (load F3) in resistance class 1 to 6 . 52A.30Loading points on a multi leaf shutter (loads F1 and F3) in resistance class 1 to 6 . 53A.31Loading points on a multi leaf wing shutter (loads F1 and F3) in resistance class 1 to 6 . 54A.32Guide rail single test on roller shutters . 55A.33Loading points on roller shutters (load F3) in resistance class 1 to 6 . 56A.34Loading points on roller shutters (load F2) in resistance class 1 to 6 . 57A.35Loading points on roller shutters (load F1) in resistance class 1 to 6 . 58A.36Loading points on fixed grilles (load F3) in resistance class 1 to 6 . 59A.37Loading points on moveable grilles (load F3) in resistance class 1 to 6 . 60A.38Loading points on roller grilles (load F3.2) in resistance class 1 to 6 . 61Annex B (normative)
Test sequence for static loading test in resistance classes 1 to 6 . 63Annex C (normative)
Dislocation of window hardware against the locking direction . 65C.1General . 65C.2Test criteria . 65C.3Test method . 65Bibliography . 67 SIST EN 1628:2012
EN 1628:2011 (E) 4 Foreword This document (EN 1628:2011) 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 November 2011, and conflicting national standards shall be withdrawn at the latest by November 2011. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This document supersedes ENV 1628:1999. This European Standard is one of a series of standards for burglar resistant pedestrian doorsets, windows, curtain walling, grilles and shutters. The other standards in the series are: — EN 1627:2011, Pedestrian doorsets, windows, curtain walling, grilles and shutters — Burglar resistance — Requirements and classification; — EN 1629:2011, Pedestrian doorsets, windows, curtain walling, grilles and shutters — Burglar resistance — Test method for the determination of resistance under dynamic loading; — EN 1630:2011, Pedestrian doorsets, windows, curtain walling, grilles and shutters — Burglar resistance — Test method for the determination of resistance to manual burglary attempts. This standard is a revision of, and supersedes ENV 1628:1999. The three other standards in this series are revisions of, and supersede ENV 1627, ENV 1629 and ENV 1630 respectively. This revision incorporates grilles and facades in the range of application. There are two aspects to the burglar resistance performance of a construction product: their resistance to forced operation and their ability to remain fixed to the building. Due to the limitation of reproducing the fixing methods and the buildings construction in a laboratory environment this aspect is not fully covered by the standard. This is particularly true with products built into a building. The performance of the fixed part of the product is evaluated using a standard sub frame. It is the manufacturer’s responsibility to ensure that guidance on the fixing of the product is contained in the mounting instructions and that this guidance is suitable for the burglar resistance class claimed for the product. As with the other referenced standards this specification uses a standard sub frame and the product is mounted according to the manufacturers’ instructions. The fixing method to be considered is detailed in Annex A of EN 1627:2011. This test method does not evaluate the performance of the fixing to the building. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom.
SIST EN 1628:2012
EN 1628:2011 (E) 5 1 Scope This European Standard specifies a test method for the determination of resistance to static loading in order to assess the burglar resistant properties of pedestrian door sets, windows, curtain walling, grilles and shutters. It is applicable to the following means of opening: Turning, tilting, folding, turn-tilting, top or bottom hung, sliding (horizontally and vertically) and rolling as well as fixed constructions. This European Standard does not apply to doors, gates and barriers, intended for installation in areas in the reach of persons, and for which the main intended uses are giving safe access for goods and vehicles accompanied or driven by persons in industrial, commercial or residential premises, as covered by EN 13241-1. 2 Normative references The following referenced documents are indispensable for the application 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 356:1999, Glass in building — Security glazing — Testing and classification of resistance against manual attack EN 1303:2005, Building hardware — Cylinders for locks — Requirements and test methods EN 1627:2011, Pedestrian doorsets, windows, curtain walling, grilles and shutters — Burglar resistance — Requirements and classification EN 1630:2011, Pedestrian doorsets, windows, curtain walling, grilles and shutters — Burglar resistance — Test method for the determination of resistance to manual burglary attempts EN 1906:2010, Building hardware — Lever handles and knob furniture — Requirements and test methods EN 12195-2, Load restraint assemblies on road vehicles — Safety — Part 2: Web lashing made from man-made fibres EN 12209:2003, Building hardware — Locks and latches — Mechanically operated locks, latches and locking plates — Requirements and test methods 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1627:2011 and the following apply. 3.1 attack side side of the test specimen defined by the applicant as the side exposed to attack 3.2 test specimen complete, fully functioning construction product as detailed in the scope of this standard 3.3 sub-frame surrounding frame into which the test specimen is mounted in accordance with the manufacturer’s instructions SIST EN 1628:2012
EN 1628:2011 (E) 6 3.4 test rig surrounding substantial steel frame with movable steel supports into which the sub- frames containing test specimens of various dimensions can be mounted 3.5 load applicator hydraulic ram or similar loading device that can apply the test forces required 3.6 pressure pad pad fitted to the active end of the load applicator to spread the load 3.7 locking points all connecting points between the opening element and the fixed element including the following: main lock; bolts of additional locks or multi-point locks; hinges; hinge bolts; fixings of fixed elements; roller and slide bearings in guides of sliding elements; junction of grille bars. 4 Apparatus 4.1 Test rig
The test rig is consisting of a rigid steel frame with movable steel supports into which test specimens of various dimensions can be mounted, as shown in Figure A.5. The stiffness of the rig shall be such that a 15 kN force applied to any of the defined points and normal to the plane of the frame shall not cause a deflection of more than 5 mm. The test rig shall not impede the execution of the test. 4.2 Load applicators
The load applicators consisting of a hydraulic ram or similar loading device shall be capable of applying the required test forces progressively and without shock. 4.3 Hooks
Hooks are shown in Figure A.12. 4.4 Straps
Straps shall conform to EN 12195-2 or equivalent and have a minimum tensile strength of 5kN. These straps may be used to apply some of the loads. SIST EN 1628:2012
EN 1628:2011 (E) 7 4.5 Pressure pads
Pressure pads are shown in Figures A.6 to A.11. 4.6 Measuring equipment
The measurement equipment is consisting of the following: a) equipment to display and/or record the forces being applied; b) a chronometer with seconds display for measuring the loading times; c) equipment for determining temperature and relative humidity; d) calliper and/or depth gauge; e) angle measuring instrument; f) four gap gauges as shown in Figures A.13 and A.14: gap gauge A shall be 10 mm in diameter, gap gauge B shall be 25 mm in diameter, gap gauge C shall be 50 mm in diameter, gap gauge D shall have an elliptical form with a major diameter of 250 mm and a minor diameter of 150 mm. NOTE
The various gap gauges detailed in A.10 are used to evaluate the resistance to an applied load. They represent an acceptable level of deformation of the various products above which vulnerabilities may be exposed. They are not intended to represent any particular attack method but are used as a simple method to establishing failure. 4.7 Sub-frame The sub-frame shall simulate the support given to the product when installed into a building and shall be taken into consideration in the manufacturer´s installation instructions. It shall typically consist of the following: a) for group 1 to group 4 products, a rectangular metal tube 120 mm x 120 mm x 5 mm or a rectangular timber frame 100 mm x 50 mm; b) additionally for group 3 and group 4 products, a steel tube 40 mm x 40 mm x 3 mm; and a base plate of 8 mm steel, consisting of several segments which shall be removable for the purposes of loading if necessary. See Figures A.15 to A.32. 4.8 Tolerances Unless stated otherwise in this European Standard the following tolerances shall apply to the test equipment: Load
± 5 % Dimensions
< 20 mm
± 0,5 mm
≥ 20 to 500 mm
± 1,0 mm
≥ 500 to 2000 mm
± 2.0 mm
≥ 2000 mm
± 3,0 mm SIST EN 1628:2012
EN 1628:2011 (E) 8 Angle
± 2° Time
± 1 % Temperature
± 2 °C Relative humidity
± 5 % 5 Test specimen 5.1 General Each test specimen shall be a functioning product complete with its frames, hardware, guide rails, curtain, tube, roller box and accessories, as appropriate. When testing roller shutters at least two test specimens consisting of separate sections of the guide rails shall be supplied for test. These sections shall be 1 m in length (see Figure A.56). The test specimen shall be fixed square and plumb and without twist or bend into a sub-frame. The installation shall be in accordance with the manufacturer's instructions as detailed in clause 10 of EN 1627:2011, including the method of fixing, packing supports, sealing requirements, etc. (see Figures A.15 to A.63). The sub-frame shall simulate the support given to the product when installed into a building. NOTE 1
The product may be installed directly into a building element as intended in practice. For the purposes of this standard, the test specimen shall be glazed according to the relevant glazing resistance class of EN 356:1999, corresponding to the resistance class of the construction product according to EN 1627:2011, as shown in Table 1. Security glazing, when used in an insulating glass unit, is normally positioned on the non-attack side. For the purpose of this test the glass pane offering the highest security level shall be positioned on the attack side of the sample. Table 1 — Test sample glazing requirements Resistance classResistance class of glazing according to EN 356 RC 1 N P4 A RC 2 N P4A RC 2 P4 A RC 3 P5 A RC 4 P6 B RC 5 P7 B RC 6 P8 B
NOTE 2
The test specimen used in this test may also be used for the dynamic test in accordance with EN 1629:2011 and the pre-test in accordance with EN 1630:2011, provided that any damage caused by these tests will not affect the result of the pre-test. 5.2 Preparation and examination of the test specimen The temperature of the test specimen shall be maintained between 15 °C and 30 °C for a period of not less than 8 hours prior to test. The test specimen and sub-frame mounted in the test rig shall be visually examined for damage, defects or other particular conditions of finish, etc. These shall be recorded. SIST EN 1628:2012
EN 1628:2011 (E) 9 Each test specimen shall be examined and the direction to disengage each locking point shall be noted. During testing the test specimen shall be closed and locked at the declared closing condition in accordance with the manufacturer's instructions. All locking hardware that can be disengaged from the attack side without the use of a key or tool shall be disengaged during all tests. Products in resistance class 1 shall additionally be prepared prior to the static loading test by removing all parts on the attack side that can be unscrewed, dismounted or disassembled using the tools described in EN 1630:2011, Annex A, tool set A1. Parts must not be damaged during this procedure. The total time for this preparation procedure shall not exceed 3 minutes.
The parts removed during this preparation shall be recorded. 6 Procedure 6.1 Test room climate The test room temperature shall be maintained between 15 °C and 30 °C. The relative humidity in the test room shall be between 30 % and 70 %. 6.2 General The specified test loads detailed in EN 1627:2011 shall be applied in the order specified in 7.1 of EN 1627:2011 at the various loading points using the load applicator. The ability of the products to resist static loading shall be assessed by means of a gap gauge, as shown in Figures A.13 and A.14. The complete test procedure shall be carried out as shown in Annex B. Details of the hardware shall be recorded and their performance in terms of EN 1303:2005, EN 12209:2003 and EN 1906:2010 shall be identified, where relevant. 6.3 Testing of group 1 and group 2 construction products 6.3.1 Loading points for group 1 and group 2 products 6.3.1.1 Loading point F1: infilling corner The specified load shall be applied, in turn, to each corner of the infilling medium at a point as shown in Figure A.1, unless the infilling medium is circular, in which case four points shall be selected at approximately equidistant intervals around the edge. The load shall be applied in a direction to disassemble the infilling medium retention system and perpendicular to the plane of the test specimen. 6.3.1.2 Loading point F2: leaf corner The specified load shall be applied, in turn, to each corner of the leaf if the adjacent locking point has a greater distance A than 350 mm from the corner as shown in Figures A.33 to A.45. If no corner exists (e.g. circular product) apply the loads half way between locking points. It shall be applied in a direction to open the leaf and perpendicular to the plane of the test specimen. SIST EN 1628:2012
EN 1628:2011 (E) 10 6.3.1.3 Loading point F3: locking points The specified load shall be applied, in turn, to each locking point as defined in 3.7 and shown in Figures A.2 to A.4. If the distance between two adjacent locking points is less than 200 mm then a single loading point shall be used located at the midpoint between the two locking points. The load shall be applied in a direction to open the leaf. For locking points on adjacent edges the sum on their distance from the corner shall be used, see Figure A.48. The load shall be applied in a direction to open the leaf. Where the locking point has a contact length of greater than 200 mm (e.g. piano hinge or locking bar) then a load shall be applied at each end. 6.3.1.4 Loading point: F3.a: locking points The specified load shall be applied to the leaf and, where necessary, to the frame, in a direction to disengage the associated locking point as shown in Figure A.41 to A.50. The load F3a shall be applied in the plane of the specimen and only in association with the load applied to loading point F3 and to products in burglar resistance classes 1 and 2, as defined in EN 1627:2011. Where a separating force is required, a load shall also be applied to other elements of the product. The load F3.a shall be applied and maintained until the load applied to loading point F3 has been applied and removed. NOTE There is no fixed correlation between the attack side and the loading direction, because in a realistic attack with tools, forces are applied in the direction of opening or contrary to the direction of assembly. The loading direction is therefore dependent on the construction and function of the test specimen. For products where both sides are considered to be the attack side then no additional static tests are required. 6.3.2 Test procedure for the infill medium retention system (product groups 1 and 2)
For the purpose of this test, the leaf of the test specimen shall be restrained to resist any deflection between leaf and frame due to the loads applied to the infilling medium. The restraint shall have a nominal contact area of 100 X 50 mm and offer restraint in the opposite directions to the applied load. The load F1 shall be applied progressively and without shock over a period of 10 s to 20 s and with
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.XJRWDYOMDQMDEinbruchhemmende Bauprodukte (nicht für Betonfertigteile) - Prüfverfahren für die Ermittlung der Widerstandsfähigkeit unter statischer BelastungProduits de construction résistants à l'effraction (sauf éléments en béton préfabriqué) - Méthode d'essai pour la détermination de la résistance à la charge statiquePedestrian doorsets, windows, curtain walling, grilles and shutters - Burglar resistance - Test method for the determination of resistance under static loading91.060.50Vrata in oknaDoors and windows13.310Varstvo pred kriminalomProtection against crimeICS:Ta slovenski standard je istoveten z:prEN 1628kSIST prEN 1628:2009en,fr01-julij-2009kSIST prEN 1628:2009SLOVENSKI
STANDARD
kSIST prEN 1628:2009
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMFINAL DRAFTprEN 1628May 2009ICS 13.310; 91.060.50Will supersede ENV 1628:1999
English VersionPedestrian doorsets, windows, curtain walling, grilles andshutters - Burglar resistance - Test method for the determinationof resistance under static loadingBlocs-portes pour piétons, fenêtres, façades rideaux, grilleset fermetures - Résistance à l'effraction - Méthode d'essaipour la détermination de la résistance à la charge statiqueEinbruchhemmende Bauprodukte (nicht für Betonfertigteile)- Prüfverfahren für die Ermittlung der Widerstandsfähigkeitunter statischer BelastungThis draft European Standard is submitted to CEN members for formal vote. It has been drawn up by the Technical Committee CEN/TC 33.If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations whichstipulate the conditions for giving this European Standard the status of a national standard without any alteration.This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other languagemade by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has thesame status as the official versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice andshall not be referred to as a European Standard.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre:
Avenue Marnix 17,
B-1000 Brussels© 2009 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. prEN 1628:2009: EkSIST prEN 1628:2009
prEN 1628:2009 (E) 2 Contents Page Foreword . 41Scope. 52Normative references . 53Definitions . 54Apparatus . 64.1Test rig . 64.2Load applicators . 64.3Hooks . 64.4Straps . 64.5Pressure pads . 74.6Measuring equipment . 74.7Sub-frame . 74.8Tolerances . 75Test specimen . 85.1General . 85.2Preparation and examination of the test specimen . 86Procedure . 96.1Test room climate . 96.2General . 96.3Testing of group 1 and group 2 construction products . 96.3.1Loading points for group 1 and group 2 products . 96.3.2Test procedure for the infill medium retention system (product groups 1 and 2) . 106.3.3Test procedure for the leaf (product group 1, burglar resistance class 1) . 106.3.4Test procedure for the leaf (product group 1, burglar resistance classes 2 and higher) . 116.3.5Test procedure for the leaf (product group 2, burglar resistance class 1) . 116.3.6Test procedure for the leaf (product group 2, burglar resistance classes 2 and higher) . 116.4Expression of results for product groups 1 and 2 . 116.5Testing of group 3 construction products . 126.5.1Loading points . 126.5.2Loading direction . 126.5.3Loading and measurement procedure . 126.5.4Expression of results. 136.6Testing of group 4 construction products . 146.6.1General . 146.6.2Resistance of moving element . 146.6.3Resistance of other loading points . 146.6.4Expression of results. 147Test report . 14Annex A (normative)
Test Equipment . 16A.1Examples for loading points F1 and F3 . 16A.2Example of test rig . 18A.3Examples for pressure pads for door sets, windows and shutters . 19A.4Examples for pressure pads for door sets, windows and shutters in places where it is necessary to bridge any item of furniture or a lock . 19A.5Examples for pressure pads for roller shutters . 20A.6Examples for pressure pads for roller shutters – separate test for guide rails . 20kSIST prEN 1628:2009
prEN 1628:2009 (E) 3 A.7Examples for pressure pads for grilles . 21A.8Examples of loading equipment for sliding doors, double leaf sliding doors, sliding windows and shutters . 22A.9Examples for hooks . 23A.10Gap gauges . 24A.11Examples of mounting arrangements for door sets . 25A.12Examples of mounting arrangements for windows . 27A.13Examples of mounting arrangements for wing and folding shutters . 28A.14Examples of mounting arrangements for guide rails and roller shutters into the test rig . 31A.15Examples of mounting arrangements for grilles into in the test rig . 34A.16Loading points on door sets (load F3 and F2) in resistance class 1 to 6 . 35A.17Loading points on door sets (load F3) in resistance class 1 to 6 . 37A.18Loading points on door sets (load F1 and F3) in resistance class 1 to 6 . 39A.19Loading points on door sets (load F3) in resistance class 1 to 6 . 40A.20Loading points on door sets (load F3 and F3.a) in resistance class 1 . 42A.21Additional loading points on door sets (load F3.a and F3) in resistance class 1 . 43A.22Additional loading points on door sets (load F3, F3.a and F2) in resistance class 1 . 45A.23Loading points on windows (loads F1 and F3) in resistance class 1 to 6 . 46A.24Additional loading points on windows (load F3.a and F3) in resistance class 1 . 47A.25Additional loading points on double hinged windows . 48A.26Additional loading points on windows (load F3.a) in resistance class 1 . 49A.27Additional loading points on windows (load F3.a and F3) in resistance class 1 . 50A.28Loading points on windows (loads F1 and F3) in resistance class 1 to 6 . 51A.29Loading points on a single leaf shutter (load F3) in resistance class 1 to 6 . 52A.30Loading points on a multi leaf shutter (loads F1 and F3) in resistance class 1 to 6 . 53A.31Loading points on a multi leaf wing shutter (loads F1 and F3) in resistance class 1 to 6 . 54A.32Guide rail single test on roller shutters . 55A.33Loading points on roller shutters (load F3) in resistance class 1 to 6 . 56A.34Loading points on roller shutters (load F2) in resistance class 1 to 6 . 57A.35Loading points on roller shutters (load F1) in resistance class 1 to 6 . 58A.36Loading points on fixed grilles (load F3) in resistance class 1 to 6 . 59A.37Loading points on moveable grilles (load F3) in resistance class 1 to 6 . 60A.38Loading points on roller grilles (load F3.2) in resistance class 1 to 6 . 61Annex B (normative)
Test sequence for static loading test in resistance classes 1 to 6 . 63Annex C (normative)
Dislocation of window hardware against the locking direction . 64C.1General . 64C.2Test criteria . 64C.3Test method . 64Bibliography . 67 kSIST prEN 1628:2009
prEN 1628:2009 (E) 4 Foreword This document (prEN 1628:2009) 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 document is currently submitted to the Formal vote. This document will supersede ENV 1628:1999. This European Standard is one of a series of standards for burglar resistant windows, doorsets and shutters. The other standards in the series are: — prEN 1627, Pedestrian doorsets, windows, curtain walling, grilles and shutters – Burglar resistance – Requirements and classification; — prEN 1629, Pedestrian doorsets, windows, curtain walling, grilles and shutters – Burglar resistance – Test method for the determination of resistance under dynamic loading; — prEN 1630, Pedestrian doorsets, windows, curtain walling, grilles and shutters – Burglar resistance – Test method for the determination of resistance to manual burglary attempts. This revision incorporates grilles and facades in the range of application. This standard is a revision of, and supersedes ENV 1628:1999. The three other standards in this series are revisions of, and supersede ENV 1627, ENV 1629 and ENV 1630 respectively. There are two aspects to the burglar resistance performance of a construction product: their resistance to forced operation and their ability to remain fixed to the building. Due to the limitation of reproducing the fixing methods and the buildings construction in a laboratory environment this aspect is not fully covered by the standard. This is particularly true with products built into a building. The performance of the fixed part of the product is evaluated using a standard sub frame. It is the manufacturer’s responsibility to ensure that guidance on the fixing of the product is contained in the mounting instructions and that this guidance is suitable for the burglar resistance class claimed for the product. As with the other referenced standards this specification uses a standard sub frame and the product is mounted according to the manufacturers’ instructions. The fixing method to be considered is detailed in Annex A of prEN 1627:2009. This test method does not evaluate the performance of the fixing to the building.
kSIST prEN 1628:2009
prEN 1628:2009 (E) 5 1 Scope This European Standard specifies a test method for the determination of resistance to static loading in order to assess the burglar resistant properties of pedestrian door sets, windows, curtain walling, grilles and shutters. It is applicable to the following means of opening: Turning, tilting, folding, turn-tilting, top or bottom hung, sliding (horizontally and vertically) and rolling as well as fixed constructions. This European Standard does not apply to doors, gates and barriers, intended for installation in areas in the reach of persons, and for which the main intended uses are giving safe access for goods and vehicles accompanied or driven by persons in industrial, commercial or residential premises, as covered by EN 13241-1. 2 Normative references The following referenced documents are indispensable for the application 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 356:1999, Glass in building – Security glazing – Testing and classification of resistance against manual attack EN 1303, Building hardware – Cylinders for locks – Requirements and test methods prEN 1627:2009, Pedestrian doorsets, windows, curtain walling, grilles and shutters – Burglar resistance
– Requirements and classification prEN 1630:2009, Pedestrian doorsets, windows, curtain walling, grilles and shutters – Burglar resistance – Test method for the determination of resistance to manual burglary attempts EN 1906, Building hardware – Lever handles and knob furniture – Requirements and test methods EN 12195-2, Load restraint assemblies on road vehicles – Safety – Part 2: Web lashing made from man-made fibres EN 12209, Building hardware – Locks and latches – Mechanically operated locks, latches and locking plates – Requirements and test methods 3 Definitions For the purposes of this European Standard, the terms and definitions given in prEN 1627:2009 and the following apply. 3.1 attack side side of the test specimen defined by the applicant as the side exposed to attack 3.2 test specimen complete, fully functioning construction product as detailed in the scope of this standard 3.3 sub-frame surrounding frame into which the test specimen is mounted in accordance with the manufacturer’s instructions kSIST prEN 1628:2009
prEN 1628:2009 (E) 6 3.4 test rig surrounding substantial steel frame with movable steel supports into which the sub- frames containing test specimens of various dimensions can be mounted 3.5 load applicator hydraulic ram or similar loading device that can apply the test forces required 3.6 pressure pad pad fitted to the active end of the load applicator to spread the load 3.7 locking points all connecting points between the opening element and the fixed element including the following: main lock; bolts of additional locks or multi-point locks; hinges; hinge bolts; fixings of fixed elements; roller and slide bearings in guides of sliding elements; junction of grille bars. 4 Apparatus 4.1 Test rig
The test rig is consisting of a rigid steel frame with movable steel supports into which test specimens of various dimensions can be mounted, as shown in Figure A.5. The stiffness of the rig shall be such that a 15 kN force applied to any of the defined points and normal to the plane of the frame shall not cause a deflection of more than 5 mm. The test rig shall not impede the execution of the test. 4.2 Load applicators
The load applicators consisting of a hydraulic ram or similar loading device shall be capable of applying the required test forces progressively and without shock. 4.3 Hooks
Hooks are shown in Figure A.12. 4.4 Straps
Straps shall conform to EN 12195-2 or equivalent and have a minimum tensile strength of 5kN. These straps may be used to apply some of the loads. kSIST prEN 1628:2009
prEN 1628:2009 (E) 7 4.5 Pressure pads
Pressure pads are shown in Figures A.6 to A.11. 4.6 Measuring equipment
The measurement equipment is consisting of the following: a) equipment to display and/or record the forces being applied; b) a chronometer with seconds display for measuring the loading times; c) equipment for determining temperature and relative humidity; d) calliper and/or depth gauge; e) angle measuring instrument; f) four gap gauges as shown in Figures A.13 and A.14: gap gauge A shall be 10 mm in diameter, gap gauge B shall be 25 mm in diameter, gap gauge C shall be 50 mm in diameter, gap gauge D shall have an elliptical form with a major diameter of 250 mm and a minor diameter of 150 mm. NOTE
The various gap gauges detailed in A.10 are used to evaluate the resistance to an applied load. They represent an acceptable level of deformation of the various products above which vulnerabilities may be exposed. They are not intended to represent any particular attack method but are used as a simple method to establishing failure. 4.7 Sub-frame The sub-frame shall simulate the support given to the product when installed into a building and shall be taken into consideration in the manufacturer´s installation instructions. It shall typically consist of the following: a) for group 1 to group 4 products, a rectangular metal tube 120 mm x 120 mm x 5 mm or a rectangular timber frame 100 mm x 50 mm; b) additionally for group 3 and group 4 products, a steel tube 40 mm x 40 mm x 3 mm; and a base plate of 8 mm steel, consisting of several segments which shall be removable for the purposes of loading if necessary. See Figures A.15 to A.32. 4.8 Tolerances Unless stated otherwise in this European Standard the following tolerances shall apply to the test equipment: Load
± 5 % Dimensions
< 20 mm
± 0,5 mm
≥ 20 to 500 mm
± 1.0 mm
≥ 500 to 2000 mm
± 2.0 mm
≥ 2000 mm
± 3.0 mm kSIST prEN 1628:2009
prEN 1628:2009 (E) 8 Angle
± 2° Time
± 1% Temperature
± 2°C Relative humidity
± 5 % 5 Test specimen 5.1 General Each test specimen shall be a functioning product complete with its frames, hardware, guide rails, curtain, tube, roller box and accessories, as appropriate. When testing roller shutters at least two test specimens consisting of separate sections of the guide rails shall be supplied for test. These sections shall be 1 m in length (see Figure A.56). The test specimen shall be fixed square and plumb and without twist or bend into a sub-frame. The installation shall be in accordance with the manufacturer's instructions as detailed in 10 of prEN 1627:2009, including the method of fixing, packing supports, sealing requirements, etc. (see Figures A.15 to A.63). The sub-frame shall simulate the support given to the product when installed into a building. NOTE 1
The product may be installed directly into a building element as intended in practice. For the purposes of this standard, the test specimen shall be glazed according to the relevant glazing resistance class of EN 356:1999, corresponding to the resistance class of the construction product according to prEN 1627:2009, as shown in Table 1. Security glazing, when used in an insulating glass unit, is normally positioned on the non-attack side. For the purpose of this test the glass pane offering the highest security level shall be positioned on the attack side of the sample. Table 1 — Test sample glazing requirements Resistance class according to prEN 1627:2009 Resistance class of glazing according to EN 356:1999 1 P4 A 2 P5 A 3 P6 B 4 P7 B 5 P8 B 6 P8 B
NOTE 2
The test specimen used in this test may also be used for the dynamic test in accordance with prEN 1629 and the pre-test in accordance with prEN 1630, provided that any damage caused by these tests will not affect the result of the pre-test. NOTE 3 prEN 1627 recommends that products are supplied with glazing according to Table 1; however, it is recognised that National practise is acceptable. 5.2 Preparation and examination of the test specimen The temperature of the test specimen shall be maintained between 15 °C and 30 °C for a period of not less than 8 hours prior to test. kSIST prEN 1628:2009
prEN 1628:2009 (E) 9 The test specimen and sub-frame mounted in the test rig shall be visually examined for damage, defects or other particular conditions of finish, etc. These shall be recorded. Each test specimen shall be examined and the direction to disengage each locking point shall be noted. During testing the test specimen shall be closed and locked at the declared closing condition in accordance with the manufacturer's instructions. All locking hardware that can be disengaged from the attack side without the use of a key or tool shall be disengaged during all tests. Products in resistance class 1 shall additionally be prepared prior to the static loading test by removing all parts on the attack side that can be unscrewed, dismounted or disassembled using the tools described in prEN 1630:2009, Annex A, tool set A1. Parts must not be damaged during this procedure. The total time for this preparation procedure shall not exceed 3 minutes.
The parts removed during this preparation shall be recorded. 6 Procedure 6.1 Test room climate The test room temperature shall be maintained between 15 °C and 30 °C. The relative humidity in the test room shall be between 30 % and 70 %. 6.2 General The specified test loads detailed in prEN 1627:2009 shall be applied in the order specified in 7.1 of prEN 1627:2009 at the various loading points using the load applicator. The ability of the products to resist static loading shall be assessed by means of a gap gauge, as shown in Figures A.13 and A.14. The complete test procedure shall be carried out as shown in Annex B. Details of the hardware shall be recorded and their performance in terms of EN 1303, EN 12209 and EN 1906 shall be identified, where relevant. 6.3 Testing of group 1 and group 2 construction products 6.3.1 Loading points for group 1 and group 2 products 6.3.1.1 Loading point F1: infilling corner The specified load shall be applied, in turn, to each corner of the infilling medium at a point as shown in Figure A.1, unless the infilling medium is circular, in which case four points shall be selected at approximately equidistant intervals around the edge. The load shall be applied in a direction to disassemble the infilling medium retention system and perpendicular to the plane of the test specimen. 6.3.1.2 Loading point F2: leaf corner The specified load shall be applied, in turn, to each corner of the leaf if the adjacent locking point has a greater distance A than 350 mm from the corner as shown in Figures A.33 to A.45. If no corner exists (e.g. circular product) apply the loads half way between locking points. It shall be applied in a direction to open the leaf and perpendicular to the plane of the test specimen. kSIST prEN 1628:2009
prEN 1628:2009 (E) 10 6.3.1.3 Loading point F3: locking points The specified load shall be applied, in turn, to each locking point as defined in Clause 3.7 and shown in Figures A.2 to A.4. If the distance between two adjacent locking points is less than 200 mm then a single loading point shall be used located at the midpoint between the two locking points. The load shall be applied in a direction to open the leaf. For locking points on adjacent edges the sum on their distance from the corner shall be used, see Figure A.48. The load shall be applied in a direction to open the leaf. Where the locking point has a contact length of greater than 200 mm (e.g. piano hinge or locking bar) then a load shall be applied at each end. 6.3.1.4 Loading point: F3.a: locking points The specified load shall be applied to the leaf and, where necessary, to the frame, in a direction to disengage the associated locking point as shown in Figure A.41 to A.50. The load F3a shall be applied in the plane of the specimen and only in association with the load applied to loading point F3 and to products in burglar resistance classes 1 and 2, as defined in prEN 1627:2009. Where a separating force is required, a load shall also be applied to other elements of the product. The load F3.a shall be applied and maintained until the load applied to loading point F3 has been applied and removed. NOTE There is no fixed correlation between the attack side and the loading direction, because in a realistic attack with tools, forces are applied in the direction of opening or contrary to the direction of assembly. The loading direction is therefore dependent on the construction and function of the test specimen. For products where both sides are considered to be the attack side then no additional static tests are required. 6.3.2 Test procedure for the infill medium retention system (product groups 1 and 2)
For the purpose of this test, the leaf of the test specimen shall be restrained to resist any deflection between leaf and frame due to the loads applied to the infilling medium. The restraint shall have a nominal contact area of 100 X 50 mm and offer restraint in the opposite directions to the applied load. The load F1 shall be applied progressively and without shock over a period of 10 to 20 seconds and within 5° of perpendicular to plane to each corner of the infill medium. The load shall be maintained for a period of 8 to 12 seconds. If the retention system exhibits any sign of disengagement at a corner, the loading test shall be continued along each section of the retention system in an attempt to defeat the system. Subsequent loads shall be applied at intervals of a minimum of 50 mm. 6.3.3 Test procedure for the leaf (product group 1, burglar resistance class 1) The loads shall be applied to the points in the order shown in Figures A.33 to A.38, A.42 to A.45, and A.52. For side hung products the first point to be loaded shall be the up
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